CN202830904U - Ship lock expansion joint - Google Patents

Ship lock expansion joint Download PDF

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Publication number
CN202830904U
CN202830904U CN2012204059903U CN201220405990U CN202830904U CN 202830904 U CN202830904 U CN 202830904U CN 2012204059903 U CN2012204059903 U CN 2012204059903U CN 201220405990 U CN201220405990 U CN 201220405990U CN 202830904 U CN202830904 U CN 202830904U
Authority
CN
China
Prior art keywords
expansion joint
ship lock
shrinkage joint
pressing plate
shape
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
CN2012204059903U
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Chinese (zh)
Inventor
林江
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.)
Jiangsu Provincial Transportation Engineering Group Co Ltd
Original Assignee
Jiangsu Provincial Transportation Engineering Group 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 Jiangsu Provincial Transportation Engineering Group Co Ltd filed Critical Jiangsu Provincial Transportation Engineering Group Co Ltd
Priority to CN2012204059903U priority Critical patent/CN202830904U/en
Application granted granted Critical
Publication of CN202830904U publication Critical patent/CN202830904U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/30Flood prevention; Flood or storm water management, e.g. using flood barriers

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Abstract

The utility model relates to a water carriage project, in particular to a ship lock expansion joint. In order to solve the problem of the repair for the damage of the ship lock expansion joint, the ship lock expansion includes a water stop mounting plate (2) and the expansion joint (1). The ship lock expansion joint is characterized in that a pressing plate (4) is arranged on the expansion joint. The pressing plate presses the expansion joint (1) into the water stop mounting plate (2). The shape of the expansion joint (1) is matched to the shape of the water stop pressing plate (2). The expansion joint (1) is fixed with the pressing plate through a bolt. The expansion joint (1) is made of the rubber. The expansion joint type of the ship lock expansion joint solves the problem that the damage of the original expansion joint cannot be repaired. The expansion joint type of the ship lock expansion joint has the advantages of being convenient and rapid in installation and disassembly.

Description

A kind of ship lock shrinkage joint
Technical field
The utility model relates to marine traffic engineering, particularly the shrinkage joint of ship lock.
Background technology
Ship lock is a kind of navigation structure that overcomes the concentrated water-head of building dam (or natural) formation on the river, it is comprised of upper tail-bay (arranging the gate and valve system), lock chamber, approach channel etc., fill with sluicing by valve system, make the lock chamber fluctuation in stage, finish the boats and ships lockage.
Lock chamber length is generally 100 meters and does not wait to 260 meters, large-scale ship lock even longer, the lock chamber materials for wall is generally concrete, the piece stone material is also arranged in early days, build concrete in mass problem of Cracking in period in order to solve ship lock, and adapt to and to build up rear concrete expanding with heat and contract with cold and the differential settlement of ground, general per about 20 meters of lock chamber arranges together flexible (sealing) seam.
Build the lock initial stage, copper seal in flexible-settlement joint and asphalt filler are under soil matrix differential settlement and the concrete dual effect of stress that expands with heat and contract with cold, local failure occurs, behind ship lock works settlement stability, sedimentation-expanded joint structure mainly is subjected to the concrete stress repetition effect of expanding with heat and contract with cold, cause the fatigue damage of copper seal, add the long-term use along with the ship lock structure, asphalt filler aging, the lock wall suffers the many reasons such as bump of boats and ships, so that the ship lock shrinkage joint is destroyed, the filling that lock chamber is repeated multiple times, sluice and infiltrate by the shrinkage joint of damaging, ooze out metope, thereby empty sand filter blanket behind the wall, form the hole, when causing lock chamber to rise, inwardly pour water, when lock chamber sluices, the sight of outside jetting, can make behind the wall part sinking of banketing when serious, jeopardize the safe operation of ship lock.
The utility model content
Technical problem to be solved:
The reparation problem is damaged at the ship lock shrinkage joint.
Technical scheme:
In order to overcome the above problems, the utility model provides a kind of reliable, reasonable, safe scheme, a kind of ship lock shrinkage joint, comprise sealing installing plate 2 and shrinkage joint 1, it is characterized in that: be provided with pressing plate 4 shrinkage joint 1 is pressed into sealing installing plate 2, stretch and inside contract seam 1 shape and the shape of sealing installing plate 2 matches, shrinkage joint 1 and pressing plate 4 are fixing by bolt 3.
Sealing installing plate 2 materials are steel plate, and shrinkage joint 1 material is rubber.
Shrinkage joint 1 is Ω shape.
Pressing plate 4 is detachable.
Beneficial effect:
This shrinkage joint pattern has solved the problem that can't repair after former shrinkage joint is damaged, and installation, convenient disassembly are quick.
Description of drawings
Fig. 1 is structural representation of the present utility model.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is elaborated.
As shown in Figure 1, the structure at ship lock of the present utility model shrinkage joint is: be provided with pressing plate 4 shrinkage joint 1 is pressed into sealing installing plate 2, stretch and inside contract seam 1 shape and the shape of sealing installing plate 2 matches, shrinkage joint 1 and pressing plate 4 are fixing by bolt 3, wherein shrinkage joint 1 is rubber, and sealing installing plate 2 is steel plate.The shrinkage joint of this type is comprised of installing plate and water stop rubber, and it can compress rubber the sealing effect, can lean on again the elasticity of rubber, satisfies certain the stretching in shrinkage joint.Because through use for many years, this moment, the sedimentation of lock chamber structure was stable, and the telescopic action of concrete heat expansion shrinkage is substantially only played at sedimentation-shrinkage joint, and the elasticity of rubber itself can satisfy.
Shrinkage joint 1 is Ω shape, shrinkage joint 1 easier being installed in the installing plate 2 of this kind shape.
Pressing plate 4 is detachable simultaneously, after ageing of rubber, damage, as long as after removing the pressing plate of front, just can change water stop rubber, former shrinkage joint can not occur and damage the phenomena that causes because of ageing of asphalt, sealing.
Although the utility model with preferred embodiment openly as above; but they are not to limit the utility model; anyly be familiar with this skill person; in the spirit and scope that do not break away from the utility model; can make various changes or retouch from working as, what therefore protection domain of the present utility model should be defined with the application's claim protection domain is as the criterion.

Claims (4)

1. ship lock shrinkage joint, comprise sealing installing plate (2) and shrinkage joint (1), it is characterized in that: be provided with pressing plate (4) shrinkage joint (1) is pressed into sealing installing plate (2), stretch the shape that inside contracts seam (1) and the shape of sealing installing plate (2) and match, shrinkage joint (1) and pressing plate (4) are fixing by bolt (3).
2. ship lock as claimed in claim 1 shrinkage joint, it is characterized in that: pressing plate (4) is detachable.
3. ship lock as claimed in claim 1 shrinkage joint, it is characterized in that: sealing installing plate (2) material is steel plate, shrinkage joint (1) material is rubber.
4. such as the described ship lock of the arbitrary claim of claim 1-3 shrinkage joint, it is characterized in that: shrinkage joint (1) is Ω shape.
CN2012204059903U 2012-08-16 2012-08-16 Ship lock expansion joint Expired - Fee Related CN202830904U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012204059903U CN202830904U (en) 2012-08-16 2012-08-16 Ship lock expansion joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012204059903U CN202830904U (en) 2012-08-16 2012-08-16 Ship lock expansion joint

Publications (1)

Publication Number Publication Date
CN202830904U true CN202830904U (en) 2013-03-27

Family

ID=47942650

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2012204059903U Expired - Fee Related CN202830904U (en) 2012-08-16 2012-08-16 Ship lock expansion joint

Country Status (1)

Country Link
CN (1) CN202830904U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108442352A (en) * 2018-04-23 2018-08-24 南通航运职业技术学院 A kind of Retaining Wall of Shiplock protective device and its method
CN109706891A (en) * 2019-03-06 2019-05-03 水利部交通运输部国家能源局南京水利科学研究院 A kind of hydraulic engineering aqueduct seam antipriming

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108442352A (en) * 2018-04-23 2018-08-24 南通航运职业技术学院 A kind of Retaining Wall of Shiplock protective device and its method
CN108442352B (en) * 2018-04-23 2023-05-26 南通航运职业技术学院 Ship lock wall protection device and method thereof
CN109706891A (en) * 2019-03-06 2019-05-03 水利部交通运输部国家能源局南京水利科学研究院 A kind of hydraulic engineering aqueduct seam antipriming
CN109706891B (en) * 2019-03-06 2024-03-15 水利部交通运输部国家能源局南京水利科学研究院 Joint sealing device between aqueducts for hydraulic engineering

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130327

Termination date: 20130816