BULLFLEX Pile Sleeve Hoses

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Transcription:

BULLFLEX Pile Sleeve Hoses

2

Contents Introduction... 3 Fields of Application... 4 Main Advantages... 4 System Description... 4 System Components... 5 Large Diameter Reinforced Piles... 5 Specifications... 5 Installation Procedure... 6 BULLFLEX in Underground Excavation... 7 Introduction BULLFLEX pile sleeve hoses have been developed as a system solution for foundation engineering; the main application of this system are large diameter reinforced piles. Other applications are drainage piles or GEWI micropiles. The BULLFLEX system consists of patented textile groutable hoses made of high-strength fabric, which are subsequently filled with a building material, featuring an excellent sealing and load-bearing capacity. BULLFLEX groutable hoses are available in different dimensions, allowing an optimum alignment to the excavation dimensions. All system components are light-weight as well as easy to transport and install. DSI Underground has long-time experience in the application of BULLFLEX pile sleeve hoses. With the engineering and on-site support of DSI Underground, this system solution has been successfully used for various global infrastructure projects. 3

Fields of Application Large diameter reinforced bored piles Protection of existing infrastructure in the proximity of pile fields Vertical de-coupling of defined sections Piles in areas with high groundwater tables or karstic rock formations Grouting sleeves and protection against washout Drainage piles GEWI micropiles: grout socks, packers, and borehole plugs Main Advantages Customized and project-specific system solution Low transport weight and volume Fast, easy, and safe mounting due to prefabrication Pressure rating up to 4 [bar] (58 [psi]) Flexible application under limited space conditions Easy compensation of eccentric and uneven excavation surfaces Corrosion-resistant, shrink-free, and UV-resistant material High resistance against tearing No additional corrosion protection system required Filling with various building materials possible Retaining of the building material while the water is drained through the special filter effect of the BULLFLEX fabric System Description Limitation or bridging of cavities No loss of building material due to uncontrolled leakage Boundary against ingress of soil material Improvement of bonding and loadbearing capacity Reduction of negative skin friction Optional de-coupling of load transfer in defined layers by using several layers of BULLFLEX groutable hoses Surplus water in the grout fill is immediately drained, featuring an accelerated curing procedure 4

System Components BULLFLEX groutable hoses made of polyamide 6.6 Patented, endless round woven textile Installation into a pre-drilled borehole Defined interface to the ground Air and water permeable Diameter: 230 [mm] (9 [in]) Off-size diameters and special designs available on request Special features pile sleeve hoses Couplings for pile extension Upward lift control grouting valves at the bottom of the pile Circumferential straps to avoid overstretching Optional integration of a BULLFLEX sealing assembly Filling material Concrete, sand/gravel, or cement grout in case of GEWI micropiles Large Diameter Reinforced Piles BULLFLEX Pile Sleeve Hose Filling Material: Concrete Cavities free of Concrete Reinforcement Cage Ground Specifications Characteristics 1) Unit Value Remarks Material [ ] Polyamide 6.6 Nylon Weight [g/m 2 ] / [oz/yd 2 ] Approx. 660 / 19.5 Fabric thickness [mm] / [in] Approx. 1 / 0.04 Minimum tensile strength Corresponding maximum elongation Elastic elongation L 2) T 3) [N] / [lbf] L 2) T 3) [%] L 2) T 3) [%] 12,000 / 2,698 24,000 / 5,395 20 20 15 15 Minimum seam strength [kn/m] / [lbf/ft] 155 / 113 Airflow through fabric at pressure [mbar] ([psi]) 10 (0.15) 20 (0.30) 30 (0.45) [l/min] / [gal/min] 6.5 / 1.7 13 / 3.4 19 / 5.0 Residual tensile strength [%] 20-30 1) The indicated values are laboratory values and may deviate on-site 2) Longitudinal 3) Transversal 100 [mm] / 3.94 [in] width According to ISO 10319 According to ISO 10319 According to ISO 10319 At 100 [cm 2 ] / 15.5 [in 2 ] After 1 year and under light exposure in Florida 5

Installation Procedure Prefabrication reinforcing cage (mounting of the sleeve) Pile sleeves with or without base plate and valves for lowering Fixation of the pile sleeve onto the reinforcement cage Installation of the first pile segment Simple coupling of sleeves for longer piles Connection of reinforcement cages and sleeve hoses Reinforced sleeves in the area of anticipated cavities Filling with concrete or sand/gravel (drainage piles) Avoid contact with any sharp edges in order to prevent the fabric from being damaged During mounting and filling, all default and recommended personal protective equipment must be used 6

BULLFLEX in Underground Excavation Hard Rock Mining Coal Mining Mine Rehabilitation Tunnel Rehabilitation TBM s and Foundations Support Pillars Auxiliary standing support, artificial pillars, and cornerslumps Secondary support in room & pillar and longwall mining Repair works in overstressed or fault zone areas and rehabilitation of visitor mines Roof Support Backfilling Backfilling of steel support for permanent main roadways Yielding support system displacement minimization Re-establishment of the load-bearing capacity and yielding ability of destructed tunnel linings Foundation and prestressing of pipe umbrella support or rib support systems Temporary steel frame support for the construction of cross-cuts Roadway Packs and Dams Multiple entry roadways, gaseous seams, and deep mining operations Structural Bulkheads Sealing against backfilling media Permanent sealing of roadways Partition of storage or waste facilities Stoppings Ventilation walls, sealings, and face shuttering Structural Sealings Sealing of existing re-lined tunnels and annular gaps of civil structures O-ring sealings: launch and receptions of TBM s, sealing against water (liquids) and compressed air Support Pillars Roof Support Backfilling Roadway Packs and Dams Structural Bulkheads 7

Austria DSI Underground Austria GmbH Alfred-Wagner-Strasse 1 4061 Pasching/Linz Austria Phone +43-7229-61049-0 Fax +43-7229-61049-80 E-mail office@dywidag-systems.at Please note: This brochure serves basic information purposes only. Technical data and information provided herein shall be considered non-binding and may be subject to change without notice. We do not assume any liability for losses or damages attributed to the use of this technical data and any improper use of our products. Should you require further information on particular products, please do not hesitate to contact us. BULLFLEX is a trademark of BuM Beton- und Monierbau GmbH. DSI Underground is a partner of BuM Beton- und Monierbau GmbH. ARGENTINA AUSTRALIA AUSTRIA BELGIUM BOSNIA AND HERZEGOVINA BRAZIL CANADA CHILE CHINA COLOMBIA COSTA RICA CROATIA CZECH REPUBLIC DENMARK EGYPT ESTONIA FINLAND FRANCE GERMANY GREECE GUATEMALA HONDURAS HONG KONG INDIA INDONESIA IRAN ITALY JAPAN KOREA LEBANON LUXEMBOURG MALAYSIA MEXICO NETHERLANDS NIGERIA NORWAY OMAN PANAMA PARAGUAY PERU POLAND PORTUGAL QATAR RUSSIA SAUDI ARABIA SINGAPORE SOUTH AFRICA SPAIN SWEDEN SWITZERLAND TAIWAN THAILAND TURKEY UNITED ARAB EMIRATES UNITED KINGDOM URUGUAY USA VENEZUELA www.dsiunderground.at 04435-1/10.16-web he