CN209277181U - A kind of cofferdam - Google Patents

A kind of cofferdam Download PDF

Info

Publication number
CN209277181U
CN209277181U CN201822025559.6U CN201822025559U CN209277181U CN 209277181 U CN209277181 U CN 209277181U CN 201822025559 U CN201822025559 U CN 201822025559U CN 209277181 U CN209277181 U CN 209277181U
Authority
CN
China
Prior art keywords
cofferdam
hole
side plate
inner support
exterior panel
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.)
Active
Application number
CN201822025559.6U
Other languages
Chinese (zh)
Inventor
刘自明
赵进文
王东辉
刘永酃
叶绍其
孙国光
杨碧波
皮军云
钱玉山
聂和军
廖远
李鑫
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 Railway Major Bridge Engineering Group Co Ltd MBEC
Original Assignee
China Railway Major Bridge Engineering Group Co Ltd MBEC
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 Railway Major Bridge Engineering Group Co Ltd MBEC filed Critical China Railway Major Bridge Engineering Group Co Ltd MBEC
Priority to CN201822025559.6U priority Critical patent/CN209277181U/en
Application granted granted Critical
Publication of CN209277181U publication Critical patent/CN209277181U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Revetment (AREA)

Abstract

The utility model relates to technical field of bridge engineering.Disclose a kind of cofferdam, comprising: side plate, inner support;Side plate is connect with inner support;Side plate is double-walled construction, comprising: exterior panel, inside panel;Multiple first holes are offered on exterior panel, multiple second holes are offered on inside panel, and the first hole forms access through exterior panel and inner wall sheet separation and the second hole, is additionally provided with the second hole close mechanism on inside panel.The utility model can effectively reduce the significant horizontal power that part wave force generates cofferdam, so that the utility model can be suitable for complicated marine environment.

Description

A kind of cofferdam
Technical field
The utility model relates to technical field of bridge engineering.
Background technique
Enclose water-bound of the cofferdam as underwater support table, pile foundation construction later period are installed, and are cushion cap to draw water after back cover Construction provides " dry environment ", and a kind of trend that Large Span Bridges have become bridge construction is built between great river, straits.But Under complicated marine environment, due to climate variability, wind is big, wave is high, gushes the reasons such as anxious, and cofferdam, which is removed, bears and the comparable water in conventional inland river It flows outside power, is also subjected to huge wave force.
Utility model content
The purpose of this utility model is for above-mentioned problem, to provide a kind of cofferdam under complicated marine environment, with energy Enough reduce the structure that part wave force generates significant horizontal power to cofferdam.
In order to solve the above technical problems, the utility model provides a kind of cofferdam, comprising: side plate;Further include: inner support;
The side plate is connect with the inner support;
Side plate is double-walled construction, comprising: exterior panel, inside panel;Multiple first holes are offered on the exterior panel, it is described interior Multiple second holes are offered on siding, the first hole forms access through exterior panel and inner wall sheet separation and the second hole, goes back on inside panel It is provided with the second hole close mechanism.
Carrying out preferred technical solution to above-mentioned foundation structure is, the inner support is multilayer inner support.
Further preferred technical solution is that the inner support includes: upper, middle and lower-ranking inner support.
Technical solution still further preferably, which is that the multiple first hole is uniformly distributed, to be set on the exterior panel.
Further preferred technical solution is the oval pore structure in the first hole.
Further preferred technical solution is that the first hole of the oval pore structure is longitudinally opened in the side again On the exterior panel of plate.
More preferred technical solution is that the side plate is double-walled steel construction.
The utility model has the beneficial effects that:
1. cofferdam provided by the utility model, several the first holes are provided on the exterior panel of side plate, first hole The effect for the significant horizontal power that part wave force generates cofferdam can be effectively reduced, so that the utility model can be applicable in In complicated marine environment.
2. the utility model is provided with several the second holes on the inside panel of side plate, the second hole is when later period cofferdam is transferred It need to stay open, so that head difference is consistent inside and outside cofferdam, guarantee cofferdam structure safety.After the completion of the decentralization of cofferdam, lead to It crosses the second hole close mechanism to block the second hole, then back cover, draws water, to provide " dry environment " for bearing platform construction.
3. cofferdam provided by the utility model has multilayer inner support, it can guarantee that cofferdam is tied under complicated marine environment The stability of structure.
Detailed description of the invention
Fig. 1 is the overlooking structure diagram of the utility model embodiment.
Fig. 2 is the utility model embodiment A-A of Fig. 1 to structural schematic diagram.
Fig. 3 is the B-B direction structural schematic diagram of the utility model embodiment of Fig. 1.
Fig. 4 is the outer plate structure schematic diagram of the utility model embodiment latus inframedium.
Wherein, 1- side plate, 2- inner support, the first hole 9-.
Specific embodiment
It is the technical means and efficacy reaching predetermined purpose of utility model and being taken for the utility model is further described, with Lower combination attached drawing and preferred embodiment, to according to the utility model proposes cofferdam specific embodiment and working principle carry out It is described in detail.
Cofferdam is integrally manufactured using batch production in the present embodiment.Its structure specifically includes that side plate 1, inner support 2.Side plate 1 with Inner support 2 connects, and side plate 1 is double-walled construction, comprising: exterior panel, inside panel.Multiple first holes 9, inner wall are offered on exterior panel Multiple second holes are offered on plate, the first hole forms access through exterior panel and inner wall sheet separation and the second hole, also sets on inside panel It is equipped with the second hole close mechanism.
The purpose that the first hole 9 is arranged is: in complicated marine environment, cofferdam is subjected to huge wave force, passes through First hole 9 is set, the effect for the significant horizontal power that part wave force generates cofferdam can be effectively reduced.
Be in the purpose that the second hole is arranged in inside panel: when later period cofferdam is transferred, the second hole needs to be kept open, water It flows to reach behind the first hole 9 on exterior panel, the second hole on exterior panel and inner wall sheet separation, inside panel outside the side plate of cofferdam and enclose In weir, keep head difference inside and outside cofferdam consistent, to guarantee cofferdam structure safety.
For the stability for reinforcing cofferdam structure, it is preferred that use multilayer inner support 2.Inner support 2 in the present embodiment uses Be as shown in Figure 2 and Figure 3, comprising: upper, middle and lower-ranking inner support 2.
For side plate 1, it is preferred that use double-walled steel construction.
Setting for the first hole 9, it is preferred that multiple first holes 9 are uniformly distributed and are set on exterior panel.For first The structure in hole 9, using oval-shaped pore structures as shown in Figure 4 in the present embodiment.First hole of oval pore structure is vertical To being set on the exterior panel of side plate 1.
It should be noted last that the above specific embodiment is only to illustrate the technical solution of the utility model rather than limits System, although the utility model is described in detail referring to example, those skilled in the art should understand that, it can be right The technical solution of the utility model is modified or replaced equivalently, without departing from the spirit and model of technical solutions of the utility model It encloses, should all cover in the scope of the claims of the utility model.

Claims (10)

1. a kind of cofferdam, comprising: side plate;It is characterized by further comprising: inner support;
The side plate is connect with the inner support;
Side plate is double-walled construction, comprising: exterior panel, inside panel;Multiple first holes, the inside panel are offered on the exterior panel On offer multiple second holes, the first hole forms access through exterior panel and inner wall sheet separation and the second hole, also sets up on inside panel There is the second hole close mechanism.
2. cofferdam as described in claim 1, which is characterized in that the inner support is multilayer inner support.
3. cofferdam as claimed in claim 2, which is characterized in that the inner support includes: upper, middle and lower-ranking inner support.
4. the cofferdam as described in any one of claims 1 to 3, which is characterized in that the multiple first hole, which is uniformly distributed, to be set It is placed on the exterior panel.
5. the cofferdam as described in any one of claims 1 to 3, which is characterized in that the oval pore structure in the first hole.
6. cofferdam as claimed in claim 4, which is characterized in that the oval pore structure in the first hole.
7. cofferdam as claimed in claim 5, which is characterized in that the first hole of the oval pore structure is longitudinally opened in institute It states on the exterior panel of side plate.
8. cofferdam as claimed in claim 6, which is characterized in that the first hole of the oval pore structure is longitudinally opened in institute It states on the exterior panel of side plate.
9. cofferdam as claimed in claim 7, which is characterized in that the side plate is double-walled steel construction.
10. cofferdam as claimed in claim 8, which is characterized in that the side plate is double-walled steel construction.
CN201822025559.6U 2018-12-04 2018-12-04 A kind of cofferdam Active CN209277181U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201822025559.6U CN209277181U (en) 2018-12-04 2018-12-04 A kind of cofferdam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201822025559.6U CN209277181U (en) 2018-12-04 2018-12-04 A kind of cofferdam

Publications (1)

Publication Number Publication Date
CN209277181U true CN209277181U (en) 2019-08-20

Family

ID=67609532

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201822025559.6U Active CN209277181U (en) 2018-12-04 2018-12-04 A kind of cofferdam

Country Status (1)

Country Link
CN (1) CN209277181U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109371996A (en) * 2018-12-04 2019-02-22 中铁大桥局集团有限公司 A kind of cofferdam and its lifting decentralization construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109371996A (en) * 2018-12-04 2019-02-22 中铁大桥局集团有限公司 A kind of cofferdam and its lifting decentralization construction method

Similar Documents

Publication Publication Date Title
CN201883444U (en) Double-wall steel cofferdam for underwater low pile cap
CN104081044B (en) Floating-body type wind power generating device, and floating installation method for same
WO2009131826A3 (en) Column-stabilized offshore platform with water-entrapment plates and asymmetric mooring system for support of offshore wind turbines
CN209277181U (en) A kind of cofferdam
CN206090840U (en) Room is folded to full position rail mounted
CN105544581A (en) Construction method of dumbbell type bearing platform
IT202000011779A1 (en) SEMI SUBMERSIBLE FLOATING PLATFORM FOR OFFSHORE ELECTRICITY CONVERSION SYSTEMS AND METHOD FOR THE CONSTRUCTION OF SUCH PLATFORM
CN106638662A (en) Three-bucket-foundation combined foundation structure system of concrete supporting structure
CN105257076A (en) Water floating type split green building structure system and construction method
CN214394730U (en) Platform assembly for immersed tube and lifting platform device
CN206874001U (en) A kind of assembled ocean pond of quick release
CN109371996A (en) A kind of cofferdam and its lifting decentralization construction method
CN107747378A (en) The body composite board processing method of Fast Installation heat insulation decorative load-bearing one
CN207419692U (en) Wall frame structure and house frame structure
CN103174150A (en) Gravity type foundation sinking device and application method thereof
CN106638661A (en) Four-cylindrical-foundation combined foundation structure system of concrete support structure
CN205632949U (en) Mounting platform of showy photovoltaic power plant equipment on water
CN205576758U (en) System is prevent wind in regional large -span cable -stay bridge steel case beam length cantilevered erection construction of strong typhoon
CN104594373A (en) Construction technology of high-pile water-submerging bearing table steel suspending box of open unshielded sea area bridge
CN205400050U (en) Hollow superstructure mandrel of thin wall square chest
CN207092546U (en) A kind of subsiding crack both sides shear wall formwork for placing frame being easily installed
CN207377174U (en) Build combined type adjustable support frame
CN209555919U (en) A kind of underwater support table steel bushing case apparatus
CN201686969U (en) Push-pull moisture-proof gate
CN206993032U (en) A kind of floating box type solar panels mounting bracket waterborne

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant