CN111206607A - Deepwater steel cofferdam structure - Google Patents

Deepwater steel cofferdam structure Download PDF

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Publication number
CN111206607A
CN111206607A CN202010034981.7A CN202010034981A CN111206607A CN 111206607 A CN111206607 A CN 111206607A CN 202010034981 A CN202010034981 A CN 202010034981A CN 111206607 A CN111206607 A CN 111206607A
Authority
CN
China
Prior art keywords
cofferdam
straight
inserting plate
plate
bent
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.)
Pending
Application number
CN202010034981.7A
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Chinese (zh)
Inventor
陈翔
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.)
Wuhan University of Science and Engineering WUSE
Wuhan University of Science and Technology WHUST
Original Assignee
Wuhan University of Science and Engineering WUSE
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 Wuhan University of Science and Engineering WUSE filed Critical Wuhan University of Science and Engineering WUSE
Priority to CN202010034981.7A priority Critical patent/CN111206607A/en
Publication of CN111206607A publication Critical patent/CN111206607A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00Keeping dry foundation sites or other areas in the ground
    • E02D19/02Restraining of open water
    • E02D19/04Restraining of open water by coffer-dams, e.g. made of sheet piles

Abstract

The invention discloses a deepwater steel cofferdam structure, which relates to the field of construction equipment and comprises a plurality of rectangular plate-shaped cofferdam straight inserting plates and a plurality of arc-shaped cofferdam bent inserting plates, wherein rectangular plate-shaped mounting plates are vertically arranged on two sides of each of the rectangular plate-shaped cofferdam straight inserting plates and the arc-shaped cofferdam bent inserting plates, a layer of sealing gasket is arranged on the outer wall of each mounting plate, the sealing gaskets at the end parts of the adjacent cofferdam straight inserting plates or the adjacent cofferdam bent inserting plates are mutually attached, the corresponding two mounting plates are fixedly connected through a plurality of pairs of bolts and nuts which are mutually matched through threads, and a plurality of straight rod-shaped supporting rods are obliquely arranged inside an annular.

Description

Deepwater steel cofferdam structure
Technical Field
The invention relates to the field of construction equipment, in particular to a deepwater steel cofferdam structure.
Background
The cofferdam is a temporary enclosure structure constructed for constructing permanent water conservancy facilities in the water conservancy project construction. The cofferdam has the functions of preventing water and soil from entering the building position of the building so as to drain water in the cofferdam, excavate a foundation pit and build the building. The cofferdam is mainly used in hydraulic buildings in general, and the cofferdam is dismantled after being used up except for being used as a part of a formal building. The cofferdam height is higher than the highest water level that may occur during construction. The existing steel cofferdam structure is designed more traditionally, the connection mode between steel plates is more traditional and troublesome, and the sealing performance is general and water leakage is easy.
Disclosure of Invention
The invention mainly solves the technical problem of providing a deepwater steel cofferdam structure, the structural design of a straight cofferdam inserting plate and a bent cofferdam inserting plate is novel and reasonable, the connection is convenient, the sealing performance is good, and the cofferdam construction efficiency is improved.
In order to achieve the above purpose, the present invention provides the following technical solutions:
the deepwater steel cofferdam structure comprises a plurality of rectangular plate-shaped cofferdam straight insertion plates and a plurality of arc-shaped cofferdam bent insertion plates, rectangular plate-shaped mounting plates are vertically arranged on two sides of each of the rectangular plate-shaped cofferdam straight insertion plates and the rectangular plate-shaped cofferdam bent insertion plates, a layer of sealing gasket is arranged on the outer wall of each mounting plate, the sealing gaskets at the end parts of the adjacent cofferdam straight insertion plates or the adjacent cofferdam bent insertion plates are mutually attached, the two corresponding mounting plates are fixedly connected through a plurality of pairs of bolts and nuts which are in threaded fit with each other, and a plurality of straight rod-shaped supporting rods are.
As a further optimization of the technical scheme, the straight cofferdam inserting plate and the bent cofferdam inserting plate are both made of stainless steel.
As a further optimization of the technical scheme, the mounting plate is made of stainless steel, and the straight cofferdam inserting plate and the bent cofferdam inserting plate are connected with the mounting plate through welding.
As a further optimization of the technical scheme, the sealing gaskets are all made of rubber materials and are connected with the mounting plate through waterproof adhesives.
As a further optimization of the technical scheme, the supporting rods are all made of stainless steel and are connected with the cofferdam straight inserting plate or the cofferdam bent inserting plate through screws.
The beneficial effect of adopting above technical scheme is: when the deepwater steel cofferdam structure is installed, the straight cofferdam inserting plate and the bent cofferdam inserting plate can be inserted into the deepwater with proper underground depth, the straight cofferdam inserting plate and the bent cofferdam inserting plate are in a shape of a cylinder surrounded by the cylinder, the adjacent mounting plates are mutually attached, then the adjacent mounting plates are fixedly connected by bolts and nuts, the compression sealing gasket plays a role in sealing, the supporting rods are fixedly installed in the cylinder, the functions of fixedly supporting the straight cofferdam inserting plate and the bent cofferdam inserting plate are played, and the cofferdam engineering can be completed after water pumping. The cofferdam straight inserting plate and the cofferdam bent inserting plate in the deepwater steel cofferdam structure are novel and reasonable in structural design, convenient to connect with each other and good in sealing performance, and the cofferdam construction efficiency is improved.
Drawings
The following describes embodiments of the present invention in further detail with reference to the accompanying drawings.
FIG. 1 is a front view of a deepwater steel cofferdam structure of the present invention;
fig. 2 is a top view of a deepwater steel cofferdam structure of the present invention.
Wherein, 1-straight cofferdam inserting plate, 2-bent cofferdam inserting plate, 3-support rod, 4-mounting plate, 5-sealing gasket, 6-bolt and 7-nut.
Detailed Description
The following describes a preferred embodiment of the deepwater steel cofferdam structure of the present invention in detail with reference to the accompanying drawings.
Fig. 1 and 2 show a specific embodiment of the deepwater steel cofferdam structure of the present invention:
with reference to fig. 1 and 2, the deepwater steel cofferdam structure comprises a plurality of rectangular plate-shaped cofferdam straight insertion plates 1 and a plurality of arc-shaped cofferdam bent insertion plates 2, rectangular plate-shaped mounting plates 4 are vertically arranged on two sides of each of the rectangular plate-shaped cofferdam straight insertion plates 1 and the rectangular plate-shaped cofferdam bent insertion plates 2, a layer of sealing gasket 5 is arranged on the outer wall of each of the mounting plates 4, the sealing gaskets 5 at the end parts of the adjacent cofferdam straight insertion plates 1 or the adjacent cofferdam bent insertion plates 2 are mutually attached, the corresponding two mounting plates 4 are fixedly connected through a plurality of pairs of bolts 6 and nuts 7 which are in threaded fit with each other, and a plurality of straight rod-shaped support.
The straight cofferdam inserting plate 1 and the bent cofferdam inserting plate 2 are both made of stainless steel, and are firm, durable and good in corrosion resistance. The mounting plate 4 is made of stainless steel, is firm and durable, has good corrosion resistance, and the straight cofferdam inserting plate 1 and the bent cofferdam inserting plate 2 are both connected with the mounting plate 4 through welding. The sealing gasket 5 is made of rubber materials, the elasticity is good, the sealing effect is good, and the sealing gasket 5 is connected with the mounting plate 4 through waterproof bonding agents. The support rods 3 are made of stainless steel, are firm and durable and have good corrosion resistance, and the support rods 3 are connected with the straight cofferdam inserting plate 1 or the bent cofferdam inserting plate 2 through screws.
When the deepwater steel cofferdam structure is installed, the straight cofferdam inserting plate 1 and the bent cofferdam inserting plate 2 can be inserted into deepwater at a proper underground depth, the straight cofferdam inserting plate 1 and the bent cofferdam inserting plate 2 are in a shape of a cylinder surrounded by the cylinder, the adjacent mounting plates 4 are mutually attached, then the adjacent mounting plates 4 are fixedly connected by the bolts 6 and the nuts 7, the compression sealing gasket 5 plays a role in sealing, the supporting rods 3 are fixedly installed in the cylinder, the functions of fixedly supporting the straight cofferdam inserting plate 1 and the bent cofferdam inserting plate 2 are played, and the cofferdam engineering can be completed after water pumping. The cofferdam straight inserting plate 1 and the cofferdam bent inserting plate 2 in the deepwater steel cofferdam structure are novel and reasonable in structural design, convenient to connect with each other and good in sealing performance, and the cofferdam construction efficiency is improved.
The above is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, many variations and modifications can be made without departing from the inventive concept of the present invention, which falls into the protection scope of the present invention.

Claims (5)

1. A deep water steel cofferdam structure which characterized in that: deep water steel cofferdam structure includes straight picture peg (1) of the straight picture peg of a plurality of rectangular plate-like cofferdams and a plurality of curved cofferdam curved picture peg (2), the both sides of straight picture peg (1) of cofferdam and curved picture peg (2) of cofferdam all are equipped with rectangular plate-like mounting panel (4) perpendicularly, the outer wall of mounting panel (4) all is equipped with the sealed pad of one deck (5), the sealed pad (5) of the straight picture peg (1) of adjacent cofferdam or the curved picture peg of cofferdam (2) tip of cofferdam are laminated each other, two mounting panels (4) that correspond are through a plurality of bolts (6) and nut (7) fixed connection to screw-thread fit each other, the inside slope of the annular section of thick bamboo that straight picture peg (1) of cofferdam or curved.
2. The deepwater steel cofferdam structure of claim 1, wherein: the cofferdam straight inserting plate (1) and the cofferdam bent inserting plate (2) are both made of stainless steel.
3. The deepwater steel cofferdam structure of claim 1, wherein: the installation plate (4) is made of stainless steel, and the straight cofferdam inserting plate (1) and the bent cofferdam inserting plate (2) are both connected with the installation plate (4) through welding.
4. The deepwater steel cofferdam structure of claim 1, wherein: the sealing gasket (5) is made of rubber materials, and the sealing gasket (5) is connected with the mounting plate (4) through waterproof bonding agents.
5. The deepwater steel cofferdam structure of claim 1, wherein: the support rods (3) are made of stainless steel, and the support rods (3) are connected with the cofferdam straight inserting plate (1) or the cofferdam bent inserting plate (2) through screws.
CN202010034981.7A 2020-01-06 2020-01-06 Deepwater steel cofferdam structure Pending CN111206607A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010034981.7A CN111206607A (en) 2020-01-06 2020-01-06 Deepwater steel cofferdam structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010034981.7A CN111206607A (en) 2020-01-06 2020-01-06 Deepwater steel cofferdam structure

Publications (1)

Publication Number Publication Date
CN111206607A true CN111206607A (en) 2020-05-29

Family

ID=70787157

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010034981.7A Pending CN111206607A (en) 2020-01-06 2020-01-06 Deepwater steel cofferdam structure

Country Status (1)

Country Link
CN (1) CN111206607A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111749242A (en) * 2020-07-20 2020-10-09 石家庄铁道大学 Deepwater bare rock foundation construction device and method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111749242A (en) * 2020-07-20 2020-10-09 石家庄铁道大学 Deepwater bare rock foundation construction device and method
CN111749242B (en) * 2020-07-20 2021-10-15 石家庄铁道大学 Deepwater bare rock foundation construction device and method

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Application publication date: 20200529

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