CN204715381U - A kind of shallow water Bridge Pier Construction cofferdam device - Google Patents
A kind of shallow water Bridge Pier Construction cofferdam device Download PDFInfo
- Publication number
- CN204715381U CN204715381U CN201520407906.5U CN201520407906U CN204715381U CN 204715381 U CN204715381 U CN 204715381U CN 201520407906 U CN201520407906 U CN 201520407906U CN 204715381 U CN204715381 U CN 204715381U
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- stake
- boring
- bridge pier
- right angle
- fixture block
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Abstract
A kind of shallow water Bridge Pier Construction cofferdam device, comprising from boring stake and waterstop, it is characterized in that: be provided with right angle outside the stake of described brill certainly and connect fixture block, and waterstop two ends are stuck in right angle and connect formation cofferdam in fixture block; Described certainly boring bottom stake is provided with Electric drill-bit, and supply line's connection Electric drill-bit is also connected with external power source, is provided with main drinking-water pipe from boring in stake, is provided with the branch's drinking-water pipe be connected with main drinking-water pipe between the described right angle connection fixture block certainly boring stake.Compared with prior art, advantage of the present utility model is as follows: drive waterstop to squeeze in the earth in water by utilizing from boring stake, and draw water, device is flexible for installation, and cost is low, and speed of application is fast, is applicable to promoting the use of.
Description
Technical field
The utility model belongs to technical field of civil engineering, is specifically related to a kind of shallow water Bridge Pier Construction cofferdam device.
Background technology
Cofferdam refers in hydraulic engineering construction, for building permanent water conservancy projects, and the provisional space enclosing structure of building.Its effect be prevent water and soil from entering building build position so that at cofferdam internal drainage, excavation pit, builds building.Generally be mainly used in hydraulic architecture, except the part as formal building, cofferdam is generally removed after being finished.Cofferdam height is higher than the peak level that may occur in the construction period.
The Chinese invention patent being CN103266619A as a patent publication No. discloses a kind of cofferdam, comprise and be combined into frame closed structure by multiple side, it is characterized in that, also comprise the first watertight shutter and the second watertight shutter, wherein said first watertight shutter is arranged on the top mouth of described frame closed structure, described second watertight shutter is arranged on the end mouth of described frame closed structure, and the first side in described first watertight shutter, described second watertight shutter and described multiple side connects as one, described first side be cofferdam lie on one's side lower water time the side that first contacts with the water surface.
Above-mentioned cofferdam volume ratio is comparatively large, need to check job site by boats and ships simultaneously and carry out assembling construction, such cost is very high, and speed of application is slow, constructs for some small-sized bridge piers, does not need volume large-scale like this.Therefore, be badly in need of one and be applicable to small-sized bridge pier cofferdam construction device.
Summary of the invention
The utility model is for above shortcoming, large based on solution existing highway bridge construction cofferdam volume, the problem that cost is high.Propose a kind of shallow water Bridge Pier Construction cofferdam device, this equipment mechanism is reasonable in design, flexible for installation, and cost is low, and speed of application is fast.
For realizing the purpose of this utility model, the technical solution adopted in the utility model is:
A kind of shallow water Bridge Pier Construction cofferdam device, comprising from boring stake and waterstop, it is characterized in that: be provided with right angle outside the stake of described brill certainly and connect fixture block, and waterstop two ends are stuck in right angle and connect formation cofferdam in fixture block; Described certainly boring bottom stake is provided with Electric drill-bit, and supply line's connection Electric drill-bit is also connected with external power source, is provided with main drinking-water pipe from boring in stake, is provided with the branch's drinking-water pipe be connected with main drinking-water pipe between the described right angle connection fixture block certainly boring stake.
Preferentially, the uniform setting from top to bottom of described branch drinking-water pipe, water inlet is provided with screen pack.
Preferentially, connection fixture block lower end, described right angle is also provided with rectangular.
Preferentially, described supply line periphery is also provided with protection tube.
Preferentially, described is helical structure from boring stake bottom.
Preferentially, described waterstop is connected between fixture block with right angle and is also provided with rubber pad.
Compared with prior art, advantage of the present utility model is as follows: drive waterstop to squeeze in the earth in water by utilizing from boring stake, and draw water, device is flexible for installation, and cost is low, and speed of application is fast, is applicable to promoting the use of.
Accompanying drawing explanation
The following accompanying drawing by means of embodiment carries out brief description to the utility model now.In accompanying drawing:
Fig. 1 shows the utility model shallow water Bridge Pier Construction cofferdam device working drawing;
Fig. 2 shows the utility model shallow water Bridge Pier Construction cofferdam device mounting structure and arranges schematic diagram;
Fig. 3 shows the utility model from the structural configuration schematic diagram boring stake;
Fig. 4 shows the utility model from the top view boring stake.
In figure: 1, certainly bore stake, 2, waterstop, 3, bridge pier, 11, support bar, 12, right angle water baffle, 13, rubber pad, 14, supply line, 15, protection tube, 16, main drinking-water pipe, 17, rectangular, 18, Electric drill-bit.
Detailed description of the invention
Below in conjunction with specific embodiment, the utility model is described in detail.Following examples will contribute to those skilled in the art and understand the utility model further, but not limit the utility model in any form.It should be pointed out that to those skilled in the art, without departing from the concept of the premise utility, some distortion and improvement can also be made.These all belong to protection domain of the present utility model.
Embodiment 1
As shown in the figure, a kind of shallow water Bridge Pier Construction cofferdam device, comprises from boring stake 1 and waterstop 2, and described certainly boring outside stake 1 is provided with right angle connection fixture block 11, and waterstop 2 two ends are stuck in right angle and connect formation cofferdam in fixture block 11; Described certainly boring bottom stake 1 is provided with Electric drill-bit 18, supply line 14 connects Electric drill-bit 18 and is connected with external power source, in brill stake 1, being provided with main drinking-water pipe 16, between the described right angle connection fixture block 11 from boring stake 1, being provided with the branch's drinking-water pipe 12 be connected with main drinking-water pipe 16.Branch's drinking-water pipe 12 is uniform setting from top to bottom; water inlet is provided with screen pack; in order to prevent waterstop 2 to be damaged squeezing into earth process medial end portions, right angle connects fixture block 11 lower end and is also provided with rectangular 17, and rectangular 17 protect waterstop 2 be not destroyed from boring in stake 1 time stake process.Supply line 14 periphery is also provided with protection tube 15.Be helical structure from brill stake 1 bottom, waterstop 2 is connected with right angle and is also provided with rubber pad 13 between fixture block 11 and prevents external water source from entering in cofferdam.
Shallow water Bridge Pier Construction cofferdam device disclosed in the utility model, operating principle is like this, will be transported to job site assemble from brill stake 1 and waterstop 2 by boats and ships, is arranged on by waterstop 2 and surrounds bridge pier 3 in brill stake 1.Powered for Electric drill-bit 18 by supply line 14, drill in earth under making it rotate, now waterstop 2 also enters in earth, forms isolation.Main drinking-water pipe 16 is connected water pump start to draw water, the water in cofferdam is exhausted, can construct in cofferdam.
Claims (6)
1. a shallow water Bridge Pier Construction cofferdam device, comprise from boring stake (1) and waterstop (2), it is characterized in that: described stake (1) outside of certainly boring is provided with right angle connection fixture block (11), waterstop (2) two ends are stuck in right angle and connect formation cofferdam in fixture block (11); Described stake (1) bottom of certainly boring is provided with Electric drill-bit (18), supply line (14) connects Electric drill-bit (18) and is connected with external power source, in brill stake (1), being provided with main drinking-water pipe (16), between described right angle connection fixture block (11) from boring stake (1), being provided with the branch's drinking-water pipe (12) be connected with main drinking-water pipe (16).
2. shallow water Bridge Pier Construction cofferdam device according to claim 1, is characterized in that: described branch drinking-water pipe (12) uniform setting from top to bottom, water inlet is provided with screen pack.
3. shallow water Bridge Pier Construction cofferdam device according to claim 1, is characterized in that: described right angle connects fixture block (11) lower end and is also provided with rectangular (17).
4. shallow water Bridge Pier Construction cofferdam device according to claim 1, is characterized in that: described supply line (14) periphery is also provided with protection tube (15).
5. shallow water Bridge Pier Construction cofferdam device according to claim 1, is characterized in that: described is helical structure from boring stake (1) bottom.
6. shallow water Bridge Pier Construction cofferdam device according to claim 1, is characterized in that: described waterstop (2) is connected with right angle between fixture block (11) and is also provided with rubber pad (13).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201520407906.5U CN204715381U (en) | 2015-06-12 | 2015-06-12 | A kind of shallow water Bridge Pier Construction cofferdam device |
Applications Claiming Priority (1)
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CN201520407906.5U CN204715381U (en) | 2015-06-12 | 2015-06-12 | A kind of shallow water Bridge Pier Construction cofferdam device |
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CN204715381U true CN204715381U (en) | 2015-10-21 |
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CN201520407906.5U Expired - Fee Related CN204715381U (en) | 2015-06-12 | 2015-06-12 | A kind of shallow water Bridge Pier Construction cofferdam device |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112031005A (en) * | 2020-08-11 | 2020-12-04 | 南昌航空大学 | Cofferdam assembly system of underwater pile foundation |
-
2015
- 2015-06-12 CN CN201520407906.5U patent/CN204715381U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112031005A (en) * | 2020-08-11 | 2020-12-04 | 南昌航空大学 | Cofferdam assembly system of underwater pile foundation |
CN112031005B (en) * | 2020-08-11 | 2022-03-01 | 南昌航空大学 | Cofferdam assembly system of underwater pile foundation |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151021 Termination date: 20160612 |