1 The Bentonite Construction Waterproofing Manual The original needlepunched membrane for waterproofing
2 Cross-section of BENTOFIX BFG 000. Introduction Whilst being a vital element necessary to sustain life, water can also have highly detrimental effects on the structures built by man. This phenomenon of being both life-sustaining and detrimental to our environment makes water a medium which we must consider very carefully with regard to engineering applications. Whether we need to take measures to contain and conserve it or protect against it, water is a valuable and irreplaceable natural resource. In modern times, our respect for nature goes further-than-ever beyond the balance between social development and technological progress. Companies dealing within this sector must consider these aspects, with knowledge and experience being the driving force behind balancing social, environmental and economic considerations. The development and constant growth in sales of our sealing product, BENTOFIX is based upon the observance of these essential requirements. Innovative and dynamic, NAUE have become a leading force in hydraulic containment, providing sealing systems which have been used in a multitude of engineering applications by consulting companies and public authorities. We are able to offer full technical support from conceptual design through to installation, providing our clients with solutions through the use of our innovative products. Natural sodium bentonite powder 00 g/m² The Effects of Water on Reinforced Concrete Structures A well cast reinforced concrete element should be able to resist the penetration of water even under high water pressure, protecting its integral steel from corrosion. In reality, it is very difficult (even with most modern production plants) to produce such a perfect reinforced concrete mass, since the smallest inconsistency (such as aggregation of gravel) can cause imperfections in the concrete. Often, the water which penetrates into reinforced concrete is acidic and hence has an aggressive effect on the basic chemical elements of the concrete, as well as the steel reinforcement. This ultimately leads to the decay of the composite element. Small cracks can easily occur in the outer sections of a cast concrete mass during the curing period due to shrinkage. Concrete structures are also susceptible to cracking due to oscillations caused by traffic, as well as settlement of the underlying soil and natural phenomena such as earthquakes. The steel reinforcement, especially on the side adjacent to the outer surface, is particularly at risk from corrosion caused by the ingress of water via these cracks and via micro cracks by flexure of the element during its service life. BENTOFIX BFG 000 is a concrete sealing system which efficiently protects reinforced concrete structures, preventing the penetration of water and providing protection to the structure from attack by aggressive chemical substances present in the local surrounding soil. The Sealing System The sealing technology of BENTOFIX consists of two basic elements: natural sodium bentonite as the sealing material, robust geotextiles encapsulating and containing the bentonite. Nonwoven 00 g/m² impregnated with bentonite (00 g/m²) Woven (00 g/m²) In 9 NAUE developed BENTOFIX, a bentonite geosynthetic clay liner. Natural sodium bentonite is a naturally occurring material, which was geologically formed from volcanic ash approx. 00 million years ago. It originates mainly from the USA where the ash was deposited in the
3 Graphical scheme of the overlap of BENTOFIX BFG 000. oceans of that time. Being naturally formed, sodium bentonite is stable and provides predictable long-term performance. A special property of natural sodium bentonite is its ability to swell when it comes into contact with water, especially groundwater, which causes the dry clay to convert into an impervious gel. This, together with several other properties makes natural sodium bentonite the ideal material for the safe sealing of reinforced concrete structures. Geotextiles play an important role in the sealing technology of BENTOFIX. Upon contact with water, the volume of natural sodium bentonite enlarges by times of its dry weight (approximate estimation). In order to benefit from this swelling process and hence gain the optimum sealing capacity, the bentonite must be contained from squeezing out of the sealing system. Geotextiles encapsulate the bentonite within millions of fibre bridges and prevent the bentonite gel (once hydrated) from extruding out of the composite synthetic liner. The correct installation between the reinforced concrete and the soil contributes to an efficient and permanent system. The key to the success of BENTOFIX lies in the manufacturing process. Natural sodium bentonite is encapsulated within the void spaces of two geotextile layers in a special needle-punching process (produced under patent number EP 0 9 by NAUE). These and numerous other problems have been overcome with BENTOFIX. Due to the patented process of needle-punching the sandwich of one layer of natural sodium bentonite between two geotextiles, the bentonite is retained in position by the labyrinth of fibre bridges formed during the manufacturing process. The mechanical joining of the geotextiles used as containment layers and the overall robustness and stability of the composite BENTOFIX product is ensured by needle-punching. Thousands of specially barbed needles penetrate through the mat in alternating upward and downward direction, forcing the fibres of the upper nonwoven geotextile through the bentonite layer and anchoring them in the retaining lower (carrier) woven layer. A synthetic fibre labyrinth is generated for the entire product in which the particles of bentonite are held in a stable position. In this process, to milllion fibres per m² are anchored and give the system a particular mechanical coherence. The protruding fibres on the woven geotextile side are then heat-treated which provides an additional resistance to bursting due to bentonite swell. The high quality natural sealing capacity of bentonite is maintained and also improved owing to the increased pressure generated in confining the swelling within the composite through the mechanical needle-punching of the geotexile layers. The result of this manufacturing process is a product that is able to contain the hydrated natural sodium bentonite, even when installed in a vertical position. Where flowing water is encountered, the bentonite is contained without being washed out. Manufacturing process of BENTOFIX. Water causes natural sodium bentonite to swell and transforms its consistency from a clay into a gel-like substance. Where a seal is required against a vertical face, such as a wall, bentonite will have the tendency to migrate due to the effects of gravity if it is not contained. Also, where flowing water is encountered, this may also cause the bentonite gel to migrate.
4 Furthermore, the selection of the geotextiles used in manufacturing BENTOFIX BFG 000 gives the sealing system flexibility, optimum mechanical and physical properties and allows a simple installation. Description of BENTOFIX BFG 000 Because reinforced concrete structures are porous by nature and are susceptible to cracking, natural sodium bentonite is an ideal sealing material due to its ability to swell when in contact with water, creating an impermeable barrier. The gel-like consistency of hydrated sodium bentonite, especially the bentonite impregnated into the nonwoven, allows it to mould to the profile of the reinforced concrete element, sealing small surface cracks as well as those occurring when the structure is in service. For this system to function correctly, it is essential that the bentonite barrier has direct contact with the reinforced concrete element it is protecting. So it prevents fluid flow between the elment surface and the sealing system itself. BENTOFIX BFG 000 is a robust, weather resistant product which makes full use of the physical and mechanical properties of its component products. In addition to the excellent sealing properties of the sodium bentonite, a high puncture resistance and protection against mechanical damage occurring during installation on site are provided by the composite geotextiles. Between the reinforced concrete and the backfill, usually no other protection is necessary. The flexibility of the geotextiles allows BENTOFIX BFG 000 to be used with almost all types of reinforced concrete profiles, ensuring a perfect seal to all edges and hollow spaces. BENTOFIX BFG 000 is ideally suited for waterproofing applications since the outer layer of the nonwoven geotextile is impregnated with an additional layer of natural sodium bentonite over its entire surface area. The product is installed with the nonwoven geotextile abutting the concrete element. This gives continuity and an intimate contact over the entire area where the bentonite meets the surface of the reinforced concrete structure. Once hydrated, the sodium bentonite impregnated into the outer surface of the nonwoven geotextile swells into small cracks or imperfections, sealing them from the ingress of water. Also, this ensures that all overlaps of the BENTOFIX BFG 000 are sealed, even if panels are cut to size or trimmed to fit around protrusions. A special patented manufacturing process allows the stable encapsulation of bentonite powder inside the nonwoven pores. Although we recommend installing BENTOFIX BFG 000 in a dry state, it has been used on many construction projects where the bentonite was hydrated before coming into contact with the structure or the soil. The needle-punched construction of the product prevents the bentonite from extruding out by confining the swelling within the composite liner. However major point pressures, such as foot prints should be avoided once the membrane is hydrated. BENTOFIX BFG 000 uses powdered natural sodium bentonite which enables a homogeneous coverage of the concrete surface. The small particle size of the powdered bentonite reacts immediately to the presence of water, drastically reducing the activation time of the bentonite. On site this means an immediate waterproofing ability.
5 In a dry state, BENTOFIX BFG 000 has a thickness of mm. Once hydrated, the thickness of the product increases by approx. to mm after a few days of free swelling (not subjected to any confining stresses from external sources). Providing the product remains hydrated, this value does not vary over time. BENTOFIX BFG 000 is manufactured by NAUE under the ISO 900 : 000 quality control regime. Under this scheme, all our manufacturing plants and products are subject to strict monitoring by internal and external bodies. The structure of BENTOFIX BFG 000 BENTOFIX BFG 000 is manufactured in three standard sizes and is delivered in rolls. Depending on the particular application, the choice of roll size allows simple on-site storage and handling. Full waterproof seals are achieved by simple overlapping, making installation quick and easy. The dimensions of the liners are as follows Micro liner (.0 m x. m) installation overlap of 0 cm Mini liner (. m x m) installation overlap of 0 cm Maxi liner (. m x 0 m) installation overlap of 0 0 cm Micro liner: For backfill areas or vertical applications. Mini liner: For lining in areas with many obstructions or where access is restricted. Maxi liner: For lining large open areas such as horizontal floor slabs (special lifting and lining equipment required). Natural sodium bentonite powder encapsulated in the upper nonwoven. This filling over the entire area allows the bentonite mass to achieve an intimate contact with the structure to be sealed. It is a unique and continuous layer with the bentonite contained between the encapsulating geotextile layers. Upper nonwoven made of polypropylene. Lower supporting layer consisting of slit film woven made of polypropylene. This is the anchoring layer for the needle-punched fibres and gives the whole product remarkable mechanical properties. Core layer made of natural sodium bentonite. The bentonite intermediate layer is kept in position by the dense needle-punching, consisting of to million fibres per m². The fibres are anchored from the nonwoven into the woven and thus form a sandwich system.
6 The structure The membrane consists of a continuous layer of natural sodium bentonite, sandwiched between a needlepunched nonwoven polypropylene (PP) geotextile (cover layer) and a slit film woven (PP) geotextile (carrier layer). The components are needle-punched uniformly together across the entire membrane. The cover layer of the membrane is filled during manufacture with the same bentonite as used in the core layer as an extra manufacturing process to facilitate impermeable overlap joints. Specification text The sealing of Project Name will be achieved by the use of a natural sodium bentonite geosynthetic clay liner. The membrane will be a composite needle-punched product consisting of a natural sodium bentonite impregnated upper geotextile overlying a carrier with a layer of powdered natural sodium bentonite sandwiched in between. The bonding of the two geotextile layers shall be made by means of homogeneous dense needle-punching of the synthetic fibres which shall reach from the upper layer of the nonwoven into the lower supporting woven layer and shall be anchored by a heat treatment process. The needle-punching of the product will produce in excess of million fibre bridges per m² between the woven and nonwoven geotextiles, providing high resistance to shear forces and ensuring that the hydrated bentonite is kept in a stable position when the product is installed in a vertical position. The synthetic materials encapsulating the bentonite must be chemically resistant to typical groundwater compositions and be non-biologically degradable in order to ensure the long-term stability of the sealing system. The average hydraulic conductivity 'k' of the membrane must be x 0 - m/s. The upper geotextile should be manufactured from nonwoven needle-punched PP crimped fibres with an average mass per unit area of 00 g/m², which is saturated with 00 g/m² of natural sodium bentonite throughout its cross section and over the whole surface area. The supporting lower layer shall be a woven geotextile made from slit-film PP with an average mass per unit area of 00 g/m². The sealing layer shall be a natural sodium bentonite with a mass per unit area of,00 g/m² (total bentonite weight,000 g/m² at approx. % water content). Application BENTOFIX BFG 000 can be used as water-stop protection on almost all types of below ground reinforced concrete construction elements. It is particularly effective on foundation structures which are below the water table and hence subject to attack by groundwater. Remarks BENTOFIX BFG 000 should only be installed where an intimate contact can be made on both sides (e. g. concrete on one side, soil on the other or concrete on both sides) of the membrane across its entire surface with the two media to be sealed. Natural sodium bentonite should only be hydrated with normal ground water. For applications where water with a high salt content or where highly contamination is present, please contact our technical office for advice. Quality controls BENTOFIX BFG 000 is manufactured under the ISO 900 : 000 scheme. As such, the product is subject to constant quality control carried out within the company and by third parties. Additionally, testing by independent testing laboratories ensures the highest quality of the product and adherence to the technical properties indicated by the manufacturer.
7 Sealing of Reinforced Concrete Floor Slabs Sealing of the floor slab Following the required groundwork preparation, a blinding layer consisting of either lean concrete or sand or gravel can be placed. This layer usually has a thickness of approx. cm and provides a level working platform for the placement of the waterproofing membrane. The completed platform should have a smooth surface and be free from any debris. Onto this, BENTOFIX BFG 000 is installed by simply rolling out the product and trimming to fit. A water-tight seal will be achieved by overlapping the panels of the unrolled product to the manufacturer's recommendations. Care must be taken that the nonwoven geotextile (which is saturated with additional natural sodium bentonite) is facing upwards so that it will be in contact with the fresh concrete when it is poured. Compacted and level subsoil. Optional lean concrete blinding layer, thickness variable from to cm, as alternative to lean concrete a sand or gravel layer may be used. BENTOFIX BFG 000 Optional lean concrete top-blinding protection layer, thickness variable from to cm, useful as a surface site traffic. Reinforced concrete base slab. After placement of the BENTOFIX BFG 000, an optional reinforced concrete blinding layer with a thickness of approx. cm can placed on top, creating a protective and level working platform to allow the erection of shuttering and steel fixing for the floor slab to commence. Finally, the reinforced concrete floor slab (minimum 0 mm thickness) can be cast. BENTOFIX BFG 000 must be installed on flat smooth surfaces without the presence of wrinkles or folds in the product. Any traces of humidity or water stains visible on the surface do not affect the performance of the product, if strong point pressures are avoided. Where BENTOFIX BFG 000 is overlapped to produce a water-tight seal, the area of overlap should be clean and free from any debris. A minimum overlap of 0 cm should be used, however it is recommended that this figure be doubled for larger roll sizes (maxi liner) to safeguard the integrity of the impermeable barrier against the inaccuracies in placing the product on-site. The liners can be installed manually or by means of an approved spreader bar.
8 Planning should be given to the direction of overlaps, which should all run in a uniform direction. The concrete should then be placed on top of the membrane following the direction of overlapping. This removes the possibility of the slumping wet concrete from folding back the membrane panel and destroying the continuous impermeable layer. Where construction joints are to be made above the membrane, the exposed sections of BENTOFIX BFG 000 should be covered with a suitable weather resistant liner, protecting the membrane from premature hydration. Also, the protection liner should guard against accidental mechanical damage and site vehicles and personnel should be forbidden from trafficking this area. If continuing placement of membrane to a previously installed area, particular care should be taken to conform with the overlapping recommendations detailed above with regard to cleanliness of the product. To provide the most efficient seal, it is recommended that the bentonite is kept dry until the placement of fresh concrete. This ensures that when the bentonite hydrates and hence swells, the weight of the overlying fresh concrete further confines the swelling providing a high pressure impermeable clay sealing barrier. Installation against shuttering Where a transition between a horizontal and vertical surface is encountered such as a wall, the BENTOFIX BFG 000 liner is installed horizontally under the floor slab then simply turned up by 90 and nailed to the side shuttering. If using flat head nails, it is important to remove the nail heads prior to casting the concrete element. This is so the nails can be removed either with the shuttering or from the shuttered side once the section of the structure is completed without damaging the tanking seal. Nails should only be used where the membrane is to be overlapped and should be used every to 0 cm. This ensures that when the bentonite swells, it will seal the penetration of the nail through the membrane with a double layer. Alternatively staples can be used. It is important to ensure that the membrane is properly overlapped to produce a water-tight seal. Sometimes, due to the geometry of the structure, it may be necessary to fill the area with natural sodium bentonite. This can be done with the bentonite in a dry condition or mixed with water in the following proportion: approx. parts water, part sodium bentonite powder. Installation against shuttering Compacted and level subsoil Optional lean concrete blinding layer, thickness variable from to cm, as an alternative to lean concrete a sand or gravel layer may be used. Sodium bentonite or approved fillet BENTOFIX BFG 000 Optional concrete blinding protection layer Shuttering Reinforced Concrete Slab Nails
9 Sealing of foundation piles 9 larities. This surrounding area is then covered with sodium bentonite. A pre-trimmed BENTOFIX panel is then slipped over the protruding steel reinforcement pile or is laid against the pile. It might be necessary to pull BENTOFIX up the pile. Alternatively a waterproofing slurry 0 might be recommended. It is important to check that no unsealed areas remain around the pile. Over the BENTOFIX paste covered area, another micro liner or an accurately pre-trimmed membrane panel fixed with nails to the lower layer should be placed to protect the pre-hydrated sodium bentonite layer from possible wash-out caused by the pouring of fresh concrete. 9 Soil Optional lean concrete with the function to level the surface on which BENTOFIX BFG 000 is installed BENTOFIX BFG 000 Pre-swollen sodium bentonite around pile Optional concrete top-blinding protection layer 9 Reinforced concrete pile cap Steel reinforcement for e.g. connection wall BENTOSTRIP waterstop Concrete wall 0 Sealing of foundation piles The area around the foundation piles to be sealed must be completely clean and free from any surface irregu- 9 0 Soil Optional lean concrete blinding layer BENTOFIX BFG 000 Optional concrete top-blinding protection layer Reinforced foundation Steel reinforcement bars anchored in the pile BENTOSTRIP waterstop Concrete wall Waterproofing slurry 9
10 The bentonite powder (supplied in 0-kg-bags) is mixed with water in the ratio of approx. parts water and part sodium bentonite. This transforms the dry bentonite powder into a soft smooth gel-like consistency allowing easy handling and moulding for repairs and additional seals. Installation on vertical walls Installation on vertical walls The installation of BENTOFIX BFG 000 to vertical walls should - depending on the height of the walls - be carried out by using mini liners.0 m x. m, especially manufactured for this purpose, or by using micro liners sized. m x m. Following completion of the reinforced concrete wall, the BENTOFIX BFG 000 membrane should be attached to the wall face by nailing with soft washer fixings, ensuring that the natural sodium bentonite impregnated geotextile is placed against the soil side of the wall. The liners must have a minimum overlap of 0 cm and be nailed every to 0 cm along the top edge within the overlap area to the reinforced concrete. It is not necessary to nail the remaining area of each liner. Nailing connections is permitted. The vertical liner overlaps must be flat and free from folds or wrinkles ensuring a good intimate contact with the concrete structure and the soil. The overlap of the membrane between the kicker and the wall must be a minimum of cm, and this area must be nailed tightly. If necessary, an additional membrane sealing strip with a width of 0 cm can be used. This Compacted and level soil Optional lean concrete blinding layer, thickness variable from to cm, as alternative to lean concrete a sand or gravel layer may be used. BENTOFIX BFG 000 Optional concrete protection layer, for load distribution and support of the reinforcement in a thickness, variable from to cm, useful to facilitate site traffic. Reinforced concrete base BENTOSTRIP waterstop Vertical wall 0
11 should be placed directly over the construction joint, running parallel to it such that the overlap zones of the liners at the connection are sealed tightly. Each liner panel overlap should be placed in the form of roof tiles. The upper liner overlaps the lower. This prevents the penetration of soil into the overlap zones during back-filling of the wall. The back-fill soil must be free from any sharp or protruding object which could damage the membrane and should be compacted as tightly as possible against the structure. To prevent soil or other materials from damaging the installed liners, a 0 to cm long wooden protection board can be fixed to the BENTOFIX BFG 000 and can be anchored by nails 0 to 0 cm beneath the maximum height of the vertical sealing. Making of a horizontal expansion joint The upper layer with a length of to.0 m has the shape of an omega which protrudes into the expansion joint. The expansion joint must be filled with one or two strips of the membrane in order to prevent any ingress of water into the interior of the joint. The strips of the membrane are nailed to the previously cast concrete section. The upper sealing of the expansion joint is carried out with polystyrene 9. If possible, a pre-hydrated bentonite paste with the ratio approx. parts water and part of sodium bentonite powder (which is e. g. supplied in bags with 0 kg each) can be used in the void of the expansion joint. 9 Soil Optional lean concrete blinding, on which BENTOFIX BFG 000 is laid. Double-layered BENTOFIX BFG 000 Optional concrete layer for protection of BENTOFIX BFG 000 BENTOFIX BFG 000, which has been put up and protrudes into the joint area. Strip of BENTOFIX BFG 000 Base plate/foundation plate 9 Waterbar Polystyrene Making of the horizontal expansion joint The expansion joint must be sealed with an appropriate PVC waterbar cast into the reinforced concrete or another approved system. Beneath the base plate where the connection piece ends, it is necessary to install a double layer of BENTOFIX BFG 000 liner.
12 Termination Bar Termination Bar To prevent the possible intrusion of soil or other materials between the panel edges of BENTOFIX BFG 000 and the reinforced concrete structure, a protective cover element may be installed. This element should be attached to the structure slightly below the tanking line (0 to cm) around the whole structure. It is common to use non-degradable boards or bars for this purpose. Sealing of expansion joints in vertical walls Soil Drainage material BENTOFIX BFG 000 Concrete wall Nails Termination Bar Vertical reinforced concrete wall Polystyrene filling First BENTOFIX BFG 000 liner Second BENTOFIX BFG 000 liner Filling with pre-hydrated sodium bentonite Waterbar Sealing of expansion joints in vertical walls The expansion joint must be sealed with an appropriate PVC waterbar cast into the reinforced concrete or another approved system. On the outer side of the wall, it is necessary to install a double layer of BENTOFIX BFG 000 liner.
13 The inner layer with a length of to.0 m has an omega shape which protrudes into the expansion joint. Sealing of vertical walls against retaining structures The expansion joint must be filled with one or two strips of the membrane or bentonite paste in order to prevent any ingress of water into the interior of the joint. The strips of the membrane are nailed to the concrete wall sections. Optional lean concrete blinding layer BENTOFIX BFG 000 Optional concrete protection layer Reinforced slab BENTOSTRIP waterstop Concrete Wall Retaining structure e.g. shotcrete Soil The inner sealing of the expansion joint is carried out with polystyrene. If possible, a pre-hydrated bentonite paste with the ratio approx. parts water and part sodium bentonite powder (which is e. g. supplied in bags of 0 kg) can be used in the void of the expansion joint. After BENTOFIX BFG 000 has been installed in the expansion joints, the wall must be backfilled. The back-fill soil must be free from any sharp or protruding object which could damage the liner and should be compacted as tightly as possible.
14 Sealing of vertical walls against retaining structures The sealing of reinforced concrete walls against retaining structures requires an application procedure which is carried out vice versa compared to a conventional sealing of walls standing against the soil. Before the wall is constructed, it is necessary to fix BENTOFIX BFG 000 directly onto the retaining wall. The nonwoven geotextile side of the GCL saturated with natural sodium bentonite must be installed against the fresh concrete side. Hydro-expansive joint ribbons BENTOSTRIP BENTOSTRIP is a waterstop joint ribbon used for sealing of concrete working joints and consists of % natural sodium bentonite and % butyl rubber. Upon contact with water BENTOSTRIP expands more than 00% providing a watertight seal. Because of its rubber/bentonite composition BENTOSTRIP remains flexible even at freezing temperatures up to minus C. BENTOSTRIP resists chemicals such as fresh concrete. BENTOSTRIP is tested by the Laboratory of Concrete Research Magnel of the University of Ghent and is COPRO certified. BENTOFIX BFG 000 adjusts itself easily to the irregularities of the retaining wall due to its flexible nature and the tight fibre reinforcement. However, it would be useful to make the subsoil of the retaining wall as smooth as possible. The nailing of the overlaps is carried out every to 0 cm. It is important that the liners are installed evenly and have a good intimate contact within the overlap area. Installation BENTOSTRIP is positioned in the middle of the construction joint and fixed at 0 to 0 cm with steel nails. BENTOSTRIP can be protected with the metal fastening profile Bentonet against damage by newly poured concrete or to reinforce the strip when installed vertically. BENTOSTRIP is applied to a dry and even surface. For uneven surfaces the BENTOSTRIP can be glued in place. Concrete cover of at least mm is required. The ends of the BENTOSTRIP can be buttjointed. BENTOSTRIP waterstop Soil Optional lean concrete blinding layer BENTOFIX BFG 000 Concrete wall Penetration BENTOSTRIP waterstop Manufacturing and technical properties BENTOSTRIP comes as a rectangular strip supplied in rolls of 0 linear metres. There are rolls per box. The cross sectional dimensions of the joint ribbons are
15 mm x 9 mm. Pre-punched protection strips are supplied in m lengths Specification text Delivery and installation of the hydro-expansive selfsealing joint ribbon, consisting of % natural sodium bentonite and % butyl rubber, suitable for sealing of concrete working joints both in horizontal and vertical directions so that the best hydraulic performance of the product is ensured. The joint ribbon must be centered with regard to the structure and must be installed with a distance of not less than mm from the outer margin of the wall on a homogeneous and smooth surface. Transportation of a BENTOFIX BFG 000 maxi liner. Unrolling of BENTOFIX membrane on a base. Vertical fixing of BENTOFIX. Vertical fixing of BENTOFIX against a concrete face. Steel reinforcement being placed in front of BENTOFIX. Waterproofing site with BENTOFIX. Sealed pipe penetration with BENTOFIX. Pouring of concrete over BENTOFIX.
16 Further information on Bentofix sealing systems are available through our website or from our: corporate brochure application related brochures: Landfill engineering Groundwater protection Civil Engineering Hydraulic Engineering application related flyers and technical flyers with project specific solutions NAUE GmbH & Co. KG Gewerbestraße 9 Espelkamp-Fiestel Germany Phone: +9 (0) / - 0 Fax: +9 (0) / Internet: Naue Geosynthetics Ltd. The Genesis Centre, Unit G Birchwood, Warrington WA BH United Kingdom Phone: + (0) 9 / 0 0 Fax: + (0) 9 / 0 The information contained herein is the best to our knowledge, true and accurate. There is no implied or expressed warranty. 00 by NAUE GmbH & Co. KG, Espelkamp-Fiestel, Germany All rights reserved. Status 09/00
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Outline NBS Specification Protec System to PVC Single Ply (Waterproofing Only) This document is a guide to assist in the production of tender documents only and is not project specific. A site survey is
SECTION 33 05 14 UTILITY MANHOLES AND STRUCTURES PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Precast reinforced concrete manholes and structures with tongue-and-groove joints with masonry transition
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Master Specification 02621-1 PART 1 - GENERAL 1.01 SUMMARY SECTION 02621 FOUNDATION DRAINAGE SYSTEMS Date: 07/01/99 A. Section includes: Subdrainage system material at vertical ** waterproofed walls **
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Tender No. [ ] Page 1 1.0 GENREAL 1.1 [REFERENCES].1 Provide soil erosion protection in accordance with the following standards (latest revision) except where specified otherwise..2 American Society for
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CONCRETE SEGMENTAL RETAINING WALL SYSTEM PART 1: GENERAL SPECIFICATIONS 1.01 Work Included A. Work shall consist of furnishing and constructing a Rockwood Classic 8, Classic 6 and Legend unit segmental
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MiraPLYTM -H with SeamLOCKSM Technology Description MiraPLY-H with SeamLOCK Technology is a nominal, 70-mil horizontal grade, self-adhering, blindside waterproofi ng membrane. The dual laminate membrane
A Design Review of Waterproofing Codes Section 1807 of Chapter 18 of the International Building Code addresses waterproofing under the section title of Dampproofing and Waterproofing. The section defines
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CF50/100 KW TURBINE ACCESS ROAD, CRANE PLATFORM, CONCRETE, AND LIFTING SPECIFICATIONS C&F GREEN ENERGY REVISION PREPARED BY APPROVED BY DATE 001 First Draft W Hession 12.02.2014 Introduction This document
3601 RIPRAP MATERIAL 3601.1 SCOPE Provide stone and filter layer material for use in random or hand-placed riprap, gabion, and revet mattress construction. 3601.2 REQUIREMENTS A Stones A.1 Quality Provide
ZGF Partnership Page 1 of 7 SECTION 33 46 00 - PART 1 - GENERAL 1.1 SUMMARY A. This Section includes subdrainage systems for foundations and underslab areas. 1.2 SUBMITTALS A. Product Data: For each type
P.O. Box 599 - Mars, PA 16046 800-321-3337 SECTION 07555 COLD APPLIED RUBBER MODIFIED ASPHALT WATERPROOFING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including
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Claymaster Building Substructure - Below ground clay heave protection Claymaster is an EPS compressible-fill material used to reduce the pressure against foundations due to clay heave. Supplied coloured
AIR BARRIER DESIGN PRINCIPLES AN OVERVIEW www.stromatech.com AIR BARRIER DESIGN PRINCIPLES Building Regulations Approved Document Parts L1A & L2A currently requires that new buildings have to achieve a
Inspection of Fabricators (1704.2) Furnish inspection reports (1704.2.1) - Fabricators that have not been approved Provide a Certificate of Compliance (1704.2.2) - Approved Fabricators Steel Construction
Product Data Sheet Edition 2014-09_1 Polymeric sheet for roof waterproofing Product Description (thickness 1.5 mm) is a Polyester reinforced, multi-layer, synthetic roof waterproofing sheet based on premium-quality
Carrier Membrane SA Self-adhesive Carrier Membrane Product Description Carrier Membrane SA is a multi-layer self-adhesive membrane made of polymer modified bitumen with an aluminium foil/random fibre top
Page 1 Visqueen Gas Protection Visqueen Building Products is recognised as the leader in the development, production and supply of high quality construction related ground gas protection membranes. The
Product Data Sheet Version Nos.: 0414 SikaFuko Swell-1 Hydrophilic, swellable hose for sealing construction joints in watertight structures Construction Positioning Description Uses Swellable and injectable
The better way to build TM Installation Manual FOUNDATION SIPs & FROST WALLS SIPs November 2016 PWF FOUNDATION & FROST WALL SIPs Installation Manual Table of Contents Topics General Requirements....................................
PURPOSE Xylem The purpose of this document is to provide a brief reference to the recommended methods and procedures for installing Flygt's underground sump and sewage basins to ensure that damage or premature
De Montfort Mark 7 Incinerator (Flatpack) Introduction This design is specially for those occasions when a large number of incinerators are to be built at one location and transported to the places where
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Istanbul Bridge Conference August 11-13, 2014 Istanbul, Turkey DESIGNING AND CONSTRUCTION OF T-WALL RETAINING WALL SYSTEM T. C. NEEL and K.BOZKURT ABSTRACT This work shall consist of the design, manufacture
SECTION 09 65 16 RESILIENT SHEET FLOORING SPEC WRITER NOTE: Delete text between // // not applicable to project. Edit remaining text to suit project. PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1.
Water Well Decommissioning Guidelines Approval Date: June 1, 2007 Effective Date: September 10, 2007 Approved By: Gerard MacLellan Version Control: This is a new guideline I. Introduction The Water Well
FERROCEMENT WATER TANKS Action Sheet 21 What is this Action Sheet about? This Action Sheet describes how to build ferrocement water tanks. Take advice from an engineer or other experienced person if necessary,
Recyclex TRM TURF REINFORCEMENT MAT SPECIFICATION PART I - GENERAL 1.01 Summary A. The Turf Reinforcement Mat (TRM) contains post-consumer recycled polyester fiber for the purpose of erosion control and
Pavement reinforcement Reducing fatigue cracking 2 Innovative solutions for asphalt and unbound pavements and soft ground stabilisation Whether constructing a gravel forestry track over soft soil or resurfacing
Company Information General Information Verti-Block is the latest innovative forming system from Verti-Crete, LLC. Recognized worldwide for outstanding aesthetics and performance, Verti-Crete s proprietary
Construction System Product Data Sheet Edition: 03/09/2013 Identification no: 02 07 03 07 010 2 000099 Version: GCC Injectable Hose for Sealing Construction Joints in Watertight Structures Product Description
www.tunnelwaterproofing.com Tunnel waterproofing seamless waterproofing to create watertight tunnels Passion that has preserved for over 40 years For over a quarter of a century, the development of new
TECHNOLOGY Diaphragm walls Diaphragm walls are one of the most important technologies of special foundation engineering. A diaphragm wall is constructed using a trench excavated in ground and supported
Design and Installation Guidelines for Retaining Walls 1 P age Geo Products, LLC 8615 Golden Spike Lane Houston, TX 77086 Phone: 281.820.5493 2011 Geo Products, Fax: 281.820.5499 LLC www.geoproducts.org
SECTION 07120 FLUID APPLIED WATERPROOFING PART 1 GENERAL 1.01 SUMMARY A. Related Sections: 1. 03300 - Cast-In-Place Concrete. 2. 09200 - Metal Studs, Metal Lath, Suspension Ceilings, Plaster, and Stucco.