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Water plugging method and device for gushing water in gap of steel sheet pile cofferdam

A technology of steel sheet pile cofferdam and steel sheet pile, applied in sheet pile wall, building, infrastructure engineering and other directions, can solve the problems of normal construction of cofferdam, waste of resources, high cost of water blocking, and achieve novel structure and design, ensure the The effect of smooth operation and low cost of water blocking

Active Publication Date: 2021-09-17
NO 1 ENG CO LTD OF FHEC OF CCCC
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] The above-mentioned series of water blocking and sealing methods have little effect when facing a large amount of water gushing from the steel sheet pile locks below the river bed, while the traditional methods of using hemp rope, canvas and other materials to plug the seams have poor water-stopping effects, and the hemp that is plugged Ropes, canvas and other materials are easily washed away by the external water gushing, making it impossible to stop the water. When the water stop cannot be completed, multiple pumps can only be used to pump water at the same time, but none of them can drain the seepage water in the cofferdam, which is a waste of resources. Large, also lead to the failure of normal construction in the cofferdam
At present, there is no internal advanced method for water blocking under the riverbed of the steel sheet pile cofferdam, and the external grouting water blocking is expensive, long construction period, and difficult to construct.

Method used

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  • Water plugging method and device for gushing water in gap of steel sheet pile cofferdam
  • Water plugging method and device for gushing water in gap of steel sheet pile cofferdam
  • Water plugging method and device for gushing water in gap of steel sheet pile cofferdam

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0047] Embodiment 1: as Figure 1 to Figure 6 As shown, the gap inflatable water blocking structure is composed of a groove 3 and an inflatable bag 4. The groove 3 is longitudinally arranged at the lock 2 where the steel sheet pile 1 is docked, and an inflatable bag 4 is arranged in the groove. Air bag to prevent damage to the air bag when planting piles.

[0048] The upper and lower ends of the groove are set at a distance from the upper and lower ends of the steel sheet pile 1, that is, the upper and lower ends of the groove are 5-10cm away from the upper and lower ends of the steel sheet pile, respectively, to prevent damage during pile planting. inflatable bag.

[0049] The opening end of the groove is located on the corresponding steel sheet pile surface, and can be located on the steel sheet pile surface at the buckle 2 on any side. The test shows that the diameter of the inflatable bag after expansion is 2-8cm, which can effectively seal the leakage of the gap at the ...

Embodiment 2

[0054] Embodiment 2: as Figure 7 and Figure 8 As shown, different from Embodiment 1, the gap inflatable water blocking structure may not be provided with grooves, but only consists of the air bag 4, or only a shallow semicircular groove is provided according to the thickness of the air bag and the protective layer 7, The inflatable bag is longitudinally arranged at the buckle 2 of the steel sheet pile, or in the shallow semicircular groove there. One end of the inflatable bag is provided with an air injection port 6 , and the outer end of the inflatable bag 4 is provided with a protective layer 7 . The protective layer 7 is made of wear-resistant and extrusion-resistant synthetic thin plastic film, such as PE, PPS, PPSU, etc.; the inner ends of both sides of the protective layer are provided with an adhesive layer 8 that fits with the corresponding steel sheet pile surface. That is, the adhesive layer passing through the two sides of the protective layer of the inflatable b...

Embodiment 3

[0056] Embodiment 3: as Figure 9 As shown, the difference from Example 2 is that the gap inflatable water blocking structure is an expansion bag, and the expansion bag is longitudinally arranged at the lock of the steel sheet pile, and the outer end surface 10 of the expansion bag is made of a wear-resistant and extrusion-resistant synthetic thin plastic film. The inner end surface 9 of the expansion bag is made of elastic material or made of wear-resistant and extrusion-resistant synthetic thin plastic film. The four sides of the inner and outer end surfaces of the expansion bag are sealed together to form an expansion bag of the hollow part, and one end of the expansion bag is provided with an injection port to communicate with the hollow part. The outside of the inner end surface of the expansion bag is provided with an adhesive layer 8 that is bonded to the steel sheet pile surface, and the outer end surface of the adhesive layer is provided with an anti-adhesive film lay...

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Abstract

The invention belongs to a water plugging method and device for water gushing in a gap of a steel sheet pile cofferdam. The device is composed of steel sheet piles, and the water plugging device for water gushing of the gap of the steel sheet pile cofferdam comprises a gap inflation water plugging structure or an inflation extrusion inner water plugging structure. The gap inflation water plugging structure is composed of a groove and an inflation bag, the groove is longitudinally formed in the lock catch position of the steel sheet pile, and the inflation bag is arranged in the groove; or the gap inflation water plugging structure is composed of an expansion bag and an inflatable bag with a protective layer. The air inflation extrusion inner water plugging structure is composed of a U-shaped steel plate, an extrusion plate, a water stop belt, a screw rod, an inner threaded hole and a handle. According to the method, only one inflation bag needs to be arranged at the lock catch position of every two adjacent steel sheet piles, if water leaks from the lock catch positions of the steel sheet piles, gas or liquid is injected into the inflation bags located at the water leakage lock catch positions through gas injection ports to enable the inflation bags to expand to block water leakage gaps at the lock catch positions, and water leakage blocking is achieved. The device is novel and simple in structure and design, good in using effect, low in water plugging cost and fast in water stopping.

Description

technical field [0001] The invention belongs to a method and a device for shutting off water gushing from gaps in steel sheet pile cofferdams. Background technique [0002] The steel sheet pile is a support structure below the river bed formed by the continuous and tight engagement of the locks on both sides of the steel sheet pile, and the steel sheet pile cofferdam is a temporary closed space surrounded by U-shaped steel sheet piles, which can prevent water, sediment, etc. It flows into the cofferdam to ensure the smooth progress of the internal engineering construction of the cofferdam (such as bridge piers or caps, etc.). Usually bridge piers or caps are set in the stratum below the river bed, and a cofferdam composed of steel sheet piles with a height of 12m can create ideal construction conditions for bridge piers or caps. The steel sheet pile cofferdam has high strength, good waterproof performance, changeable shape, It has the advantages of construction in deep wate...

Claims

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Application Information

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IPC IPC(8): E02D19/04E02D5/08E02D5/14
CPCE02D19/04E02D5/08E02D5/14
Inventor 郑春雨薛君李文伟张鹏
Owner NO 1 ENG CO LTD OF FHEC OF CCCC
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