CN203947477U - A kind of device that utilizes air bag to carry out Double-Wall Steel Boxed Cofferdam dismounting - Google Patents

A kind of device that utilizes air bag to carry out Double-Wall Steel Boxed Cofferdam dismounting Download PDF

Info

Publication number
CN203947477U
CN203947477U CN201420404957.8U CN201420404957U CN203947477U CN 203947477 U CN203947477 U CN 203947477U CN 201420404957 U CN201420404957 U CN 201420404957U CN 203947477 U CN203947477 U CN 203947477U
Authority
CN
China
Prior art keywords
double
double wall
air bag
wall
cofferdam
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201420404957.8U
Other languages
Chinese (zh)
Inventor
符强
吕芝林
汪少雄
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Gezhouba Group No 5 Engineering Co Ltd
Original Assignee
China Gezhouba Group No 5 Engineering Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Gezhouba Group No 5 Engineering Co Ltd filed Critical China Gezhouba Group No 5 Engineering Co Ltd
Priority to CN201420404957.8U priority Critical patent/CN203947477U/en
Application granted granted Critical
Publication of CN203947477U publication Critical patent/CN203947477U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

A kind of device that utilizes air bag to carry out Double-Wall Steel Boxed Cofferdam dismounting, comprise Double-Wall Steel Boxed Cofferdam to be removed, Double-Wall Steel Boxed Cofferdam is positioned at below waterline, it comprises the double wall concrete of bottom and the double wall on top, between double wall concrete and double wall, by flange bolt device, be connected, described flange bolt device comprises the flange that is arranged on respectively double wall concrete and double wall opposite sides, between two flanges, waterstop pad is installed, and two flanges are connected and fixed by many groups high-strength bolt in the outside of double wall; Double wall outside is provided with many group aerofoil profile plates, and the downside of aerofoil profile plate is provided with air bag, and gas tube one end connects air bag, more than the other end reaches waterline.While removing cofferdam, by diver, the high-strength bolt between double wall concrete and double wall is excised, then utilize aerating device to airbag aeration, the buoyancy that air bag provides holds up cofferdam and pays the water surface, then carries out cutting waterborne.By this scheme, remove both arms steel cofferdam, significantly reduced the intensity of subaqueous construction, can effectively increase work efficiency, reduce construction risk.

Description

A kind of device that utilizes air bag to carry out Double-Wall Steel Boxed Cofferdam dismounting
Technical field
The utility model relates to a kind of Double-Wall Steel Boxed Cofferdam, is specially a kind of device that utilizes air bag to remove Double-Wall Steel Boxed Cofferdam.
Background technology
Double-Wall Steel Boxed Cofferdam, as the water-retaining structure of deep-water bridge foundation construction, is widely used in bridge construction.It is sealed into underwater foundation construction by bottom concrete and self wall body dry execution conditions is provided.Double-Wall Steel Boxed Cofferdam is monolithic construction at present, and the following part in coxopodite riverbed has all been built double wall concrete, to increase its sinking ability, in the middle of the above part in riverbed, conventionally pours water.After foundation construction completes in water, conventionally by diver, dived beneath the water and do not carried out cutting whole into sections in water to building double wall concrete part cofferdam, the mode that recycling boom hoisting carries out lifting by crane in water is removed.This expense of cutting disassembling method is under water high, efficiency is low and have great potential safety hazard.
Summary of the invention
Technical problem to be solved in the utility model is to provide a kind of device that utilizes air bag to carry out Double-Wall Steel Boxed Cofferdam dismounting, and the application by this platform can reduce the unnecessary length of steel casing, reduces construction cost, guarantees construction quality.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is: a kind of device that utilizes air bag to carry out Double-Wall Steel Boxed Cofferdam dismounting, comprise Double-Wall Steel Boxed Cofferdam to be removed, Double-Wall Steel Boxed Cofferdam is positioned at below waterline, it comprises the double wall concrete of bottom and the double wall on top, between double wall concrete and double wall, by flange bolt device, be connected, described flange bolt device comprises the flange that is arranged on respectively double wall concrete and double wall opposite sides, between two flanges, waterstop pad is installed, two flanges are connected and fixed by many groups high-strength bolt in the outside of double wall; Double wall outside is provided with many group aerofoil profile plates, and the downside of aerofoil profile plate is provided with air bag, and gas tube one end connects air bag, more than the other end reaches waterline.
The inner side of described aerofoil profile plate is fixedly connected with double wall, and is provided with deep floor below aerofoil profile plate, makes it have larger rigidity; The outside of aerofoil profile plate is with downward radian or connect downward flap, can play a protective role to air bag, has certain position-limiting action simultaneously.In addition, in aerofoil profile plate inner side, be provided with retainer ring, air bag is provided with pulling eye outward, and retainer ring is connected with pulling eye.
In the double wall of described mounting flange position, be provided with stiffener, for improving the rigidity at this position.
Described waterstop pad, for adopting elastomeric material to make, by the design of waterstop pad, guarantees its sealing effectiveness.
The utility model is owing to adopting said structure, after construction, in the time of need to removing cofferdam, by diver, the high-strength bolt between double wall concrete and double wall is excised, then utilize aerating device to airbag aeration, the buoyancy that air bag provides holds up cofferdam and pays the water surface, then carries out cutting waterborne.By this scheme, remove both arms steel cofferdam, significantly reduced the intensity of subaqueous construction, can effectively increase work efficiency, reduce construction risk.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in further detail:
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the A place enlarged drawing of Fig. 1.
The specific embodiment
As Figure 1-Figure 2, the utility model comprises Double-Wall Steel Boxed Cofferdam to be removed 1, Double-Wall Steel Boxed Cofferdam 1 is positioned at waterline below 10, it comprises the double wall concrete 2 of bottom and the double wall 3 on top, it is characterized in that: between double wall concrete 2 and double wall 3, by flange bolt device, be connected, described flange bolt device comprises that between flange 4, two flanges 4 that are arranged on respectively double wall concrete 2 and double wall 3 opposite sides, waterstop pad 5, two flanges 4 being installed is connected and fixed by many groups high-strength bolt 11 in the outside of double wall 3; Double wall 3 outsides are provided with many group aerofoil profile plates 6, and the downside of aerofoil profile plate 6 is provided with air bag 7, and gas tube 12 one end connect air bag 7, and the other end reaches waterline more than 10.
The inner side of described aerofoil profile plate 6 is fixedly connected with double wall 3, and is provided with deep floor below aerofoil profile plate; The outside of aerofoil profile plate 6 is with downward radian or connect downward flap.
In the double wall of described mounting flange position, be provided with stiffener 13.
The waterstop pad of described waterstop pad 5 for adopting elastomeric material to make.
Described aerofoil profile plate 6 inner sides are provided with retainer ring 8, and air bag 7 is outer is provided with pulling eye 9, and retainer ring 8 is connected with pulling eye 9.
While using the utility model, when being fit into water, Double-Wall Steel Boxed Cofferdam is arranged to the mechanism of double wall concrete and double wall between coxopodite cofferdam and cofferdam, top, and between adopts flange to connect, install the air bag of unaerated simultaneously, after in water, foundation construction completes, in Double-Wall Steel Boxed Cofferdam, fill with water, under diver, water cuts off the bolt of building adpting flange between the coxopodite cofferdam of double wall concrete and double wall cofferdam, top, recycling aerating device is to airbag aeration, the buoyancy providing by air bag holds up double wall cofferdam and emerges, and finally carries out cutting waterborne.

Claims (5)

1. a device that utilizes air bag to carry out Double-Wall Steel Boxed Cofferdam dismounting, comprise Double-Wall Steel Boxed Cofferdam to be removed (1), Double-Wall Steel Boxed Cofferdam (1) is positioned at below waterline (10), it comprises the double wall concrete (2) of bottom and the double wall (3) on top, it is characterized in that: between double wall concrete (2) and double wall (3), by flange bolt device, be connected, described flange bolt device comprises the flange (4) that is arranged on respectively double wall concrete (2) and double wall (3) opposite sides, waterstop pad (5) is installed between two flanges (4), two flanges (4) are connected and fixed by many group high-strength bolts (11) in the outside of double wall (3), double wall (3) outside is provided with many group aerofoil profile plates (6), and the downside of aerofoil profile plate (6) is provided with air bag (7), and gas tube (12) one end connects air bag (7), more than the other end reaches waterline (10).
2. the device that utilizes air bag to carry out Double-Wall Steel Boxed Cofferdam dismounting according to claim 1, is characterized in that: the inner side of described aerofoil profile plate (6) is fixedly connected with double wall (3), and is provided with deep floor below aerofoil profile plate; The outside of aerofoil profile plate (6) is with downward radian or connect downward flap.
3. the device that utilizes air bag to carry out Double-Wall Steel Boxed Cofferdam dismounting according to claim 1, is characterized in that: in the double wall of described mounting flange position, be provided with stiffener (13).
4. the device that utilizes air bag to carry out Double-Wall Steel Boxed Cofferdam dismounting according to claim 1, is characterized in that: the waterstop pad of described waterstop pad (5) for adopting elastomeric material to make.
5. the device that utilizes air bag to carry out Double-Wall Steel Boxed Cofferdam dismounting according to claim 1, is characterized in that: described aerofoil profile plate (6) inner side is provided with retainer ring (8), and air bag (7) is outer is provided with pulling eye (9), and retainer ring (8) is connected with pulling eye (9).
CN201420404957.8U 2014-07-22 2014-07-22 A kind of device that utilizes air bag to carry out Double-Wall Steel Boxed Cofferdam dismounting Expired - Fee Related CN203947477U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420404957.8U CN203947477U (en) 2014-07-22 2014-07-22 A kind of device that utilizes air bag to carry out Double-Wall Steel Boxed Cofferdam dismounting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420404957.8U CN203947477U (en) 2014-07-22 2014-07-22 A kind of device that utilizes air bag to carry out Double-Wall Steel Boxed Cofferdam dismounting

Publications (1)

Publication Number Publication Date
CN203947477U true CN203947477U (en) 2014-11-19

Family

ID=51889524

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420404957.8U Expired - Fee Related CN203947477U (en) 2014-07-22 2014-07-22 A kind of device that utilizes air bag to carry out Double-Wall Steel Boxed Cofferdam dismounting

Country Status (1)

Country Link
CN (1) CN203947477U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105200970A (en) * 2015-08-31 2015-12-30 中国海洋石油总公司 Method for dismantling discarded jacket through air bags
CN112197136A (en) * 2020-09-28 2021-01-08 江西玉祥智能装备制造有限公司 Electric appliance base assembly

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105200970A (en) * 2015-08-31 2015-12-30 中国海洋石油总公司 Method for dismantling discarded jacket through air bags
CN112197136A (en) * 2020-09-28 2021-01-08 江西玉祥智能装备制造有限公司 Electric appliance base assembly

Similar Documents

Publication Publication Date Title
CN106381870B (en) A kind of deep concrete mixture ship pile frame system and pile making method
CN104210627B (en) Build the device and method of lower water for jack-up unit level land
CN203947477U (en) A kind of device that utilizes air bag to carry out Double-Wall Steel Boxed Cofferdam dismounting
CN204000905U (en) A kind of Double-Wall Steel Boxed Cofferdam with binder deep water bearing platform construction
CN101806053A (en) Integral installation method of cantilever beams of self lifting type well drilling platform
CN204606154U (en) Novel half dives refutes platform
CN203005696U (en) Gravity anchor
CN102991646B (en) Manufacturing methods for gravity anchor
CN110106904B (en) Steel pipe pile structure and jacket foundation construction process
CN202180909U (en) Manhole waterproof device for ship cabin construction
CN207360518U (en) Sealing device for the interim floating of ship
CN102995597B (en) High-flow multifunctional maritime movable pump station
CN210636448U (en) Cofferdam structure for plugging gate well
CN206279527U (en) A kind of deep concrete mixture ship pile frame system
CN104594373A (en) Construction technology of high-pile water-submerging bearing table steel suspending box of open unshielded sea area bridge
CN201883414U (en) Bollard structure of lower platform of double-layer dock
CN201863994U (en) Ship hanging basket suspension mechanism
CN204898696U (en) Telescopic steel cofferdam
CN103835240A (en) Buoyancy tank type deepwater pile group bridge abutment construction platform and construction method thereof
CN209162663U (en) The underwater strengthening construction enclosing of bridge pier
CN208792362U (en) Large-tonnage pier
CN103552913B (en) The link span of multi-functional underwater structure
CN207211168U (en) A kind of separable pier formula cofferdam
CN208219547U (en) A kind of suspension mounting structure of harbour lower section shore protection block
CN202430700U (en) Continuous lifting device for large-tonnage upper assembly block of ocean platform

Legal Events

Date Code Title Description
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: 20141119

Termination date: 20190722