CN102330433A - Structure node for fast dismounting steel sleeve box of seaborne cushion cap on water - Google Patents
Structure node for fast dismounting steel sleeve box of seaborne cushion cap on water Download PDFInfo
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- CN102330433A CN102330433A CN2010102231125A CN201010223112A CN102330433A CN 102330433 A CN102330433 A CN 102330433A CN 2010102231125 A CN2010102231125 A CN 2010102231125A CN 201010223112 A CN201010223112 A CN 201010223112A CN 102330433 A CN102330433 A CN 102330433A
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- flange
- steel sleeve
- bed die
- steel bushing
- sleeve box
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Abstract
The invention discloses a structure node for fast dismounting a steel sleeve box of a seaborne cushion cap on water, which comprises a steel sleeve box upper mold side plate and a steel sleeve box lower mold bottom plate, and is characterized in that the steel sleeve box upper mold side plate is provided with an upper template upper flange and an upper template lower flange, the steel sleeve box lower mold bottom plate is provided with a bottom mold flange, the lower end surface of the bottom mold flange is provided with a lower screw nut fixedly arranged through welding, a protection steel sleeve is sheathed outside the lower screw nut, the protection steel sleeve is welded and fixed with the lower end surface of the bottom mold flange, a lengthened double-head screw penetrates through the middle of the upper template upper flange, the upper template lower flange and the bottom mold flange, the upper end of the lengthened double-head screw is welded with an upper screw nut, the lower end of the lengthened double-head screw is screwed with the lower screw nut and extends into the protection steel sleeve, a steel sleeve is sheathed outside the lengthened double-head screw, and a water stop rubber strip is arranged between the upper template lower flange and the bottom mold flange. The structure node for fast dismounting the steel sleeve box of the seaborne cushion cap on the water has the advantages that the in-site construction schedule is accelerated, the life safety of construction personnel is guaranteed, and the cost is saved.
Description
Technical field
The present invention relates to a kind of structure node, what be specifically related to is the structure node of a kind of marine pile cap steel casing fast Demolition waterborne.
Background technology
In existing river, river, marine pile cap steel casing be used for generally guaranteeing that bearing platform construction does not receive the influence of tidal fluctuations.The steel bushing steel can guarantee that bearing platform construction does not receive the influence of tidal fluctuations in practice of construction; But install, remove the influence that steel bushing case patrix can receive tidal fluctuations; Generally all be to utilize diver's underwater operation coordinative construction to install, remove the steel bushing case when big morning and evening tides, high water level; Because factor in confused situation etc. under water, diver's underwater operation has been full of unsafe factor, the bolt of having to sometimes cut under water; Increased the difficulty of construction, and the best way be personnel on the water operation just can accomplish the script diver work of operation under water.
Summary of the invention
Goal of the invention: the present invention is in order to solve the deficiency of prior art, provide a kind of safe, practice thrift the structure node of the marine pile cap steel casing fast Demolition waterborne of cost.
Technical scheme: the structure node of marine pile cap steel casing of the present invention fast Demolition waterborne, its objective is such realization: the structure node of a kind of marine pile cap steel casing fast Demolition waterborne comprises baffle plate under steel bushing case patrix side plate, the steel bushing case; Steel bushing case patrix side plate is established cope match-plate pattern upper flange and cope match-plate pattern lower flange, and baffle plate is established the bed die flange under the steel bushing case, and bed die flange lower surface central authorities are welded with lower nut; The lower nut outside is with the protection steel bushing; Protection steel bushing and the welding of bed die flange lower surface are fixing, in the middle of cope match-plate pattern upper flange, cope match-plate pattern lower flange and bed die flange, are connected with the lengthening double-threaded screw, the upper end of lengthening double-threaded screw and top nut welding; The lower end and the lower nut of lengthening double-threaded screw are spirally connected; And extending protection steel bushing inside, the outside of lengthening double-threaded screw is with steel sleeve, is provided with the water stop rubber bar between cope match-plate pattern lower flange and the bed die flange; Through turning top nut, bed die flange and template lower flange are tightly fit together.
As optimization: the inside of the protection steel bushing of bed die flange lower surface is filled with butter.
In addition, the lengthening stud can reuse through cleaning.
Beneficial effect: the structure node of marine pile cap steel casing of the present invention fast Demolition waterborne, accelerated the site operation progress, ensured constructor's life security, practiced thrift cost.
Description of drawings
Accompanying drawing 1 is a structural representation of the present invention;
Accompanying drawing 2 is local enlarged diagrams of the present invention.
The specific embodiment
Below in conjunction with accompanying drawing the present invention is described further:
The structure node of a kind of marine pile cap steel casing fast Demolition waterborne is characterized in that: steel bushing case patrix side plate is established cope match-plate pattern upper flange and cope match-plate pattern lower flange, and baffle plate is established the bed die flange under the steel bushing case; Bed die flange lower surface is welded with lower nut, and the lower nut outside is with the protection steel bushing, and protection steel bushing and the welding of bed die flange lower surface are fixing; In the middle of cope match-plate pattern upper flange, cope match-plate pattern lower flange and bed die flange, be connected with the lengthening double-threaded screw; The upper end of lengthening double-threaded screw and top nut welding, the lower end and the lower nut of lengthening double-threaded screw are spirally connected, and extend protection steel bushing inside; The outside of lengthening double-threaded screw is with steel sleeve; Be provided with the water stop rubber bar between cope match-plate pattern lower flange and the bed die flange,, bed die flange and template lower flange tightly fit together through turning top nut.The inside of the protection steel bushing of bed die flange lower surface is filled with butter.
Claims (2)
1. the structure node of a marine pile cap steel casing fast Demolition waterborne; It is characterized in that: steel bushing case patrix side plate (1) is established cope match-plate pattern upper flange (3) and cope match-plate pattern lower flange (4); Baffle plate under the steel bushing case (2) is established bed die flange (5); Bed die flange (5) lower surface is welded with lower nut (6), and lower nut (6) outside is with protection steel bushing (7), and protection steel bushing (7) is fixing with the lower surface welding of bed die flange (5); In the middle of cope match-plate pattern upper flange (3), cope match-plate pattern lower flange (4) and bed die flange (5), be connected with lengthening double-threaded screw (8); The upper end of lengthening double-threaded screw (8) and top nut (9) welding, the lower end and the lower nut (6) of lengthening double-threaded screw (8) are spirally connected, and extend protection steel bushing (7) inside; The outside of lengthening double-threaded screw (8) is with steel sleeve (10), is provided with water stop rubber bar (11) between cope match-plate pattern lower flange (4) and the bed die flange (5).
2. the structure node of marine pile cap steel casing according to claim 1 fast Demolition waterborne is characterized in that: the inside of the protection steel bushing (7) of bed die flange (5) lower surface is filled with butter (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102231125A CN102330433A (en) | 2010-07-12 | 2010-07-12 | Structure node for fast dismounting steel sleeve box of seaborne cushion cap on water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102231125A CN102330433A (en) | 2010-07-12 | 2010-07-12 | Structure node for fast dismounting steel sleeve box of seaborne cushion cap on water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102330433A true CN102330433A (en) | 2012-01-25 |
Family
ID=45482379
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010102231125A Pending CN102330433A (en) | 2010-07-12 | 2010-07-12 | Structure node for fast dismounting steel sleeve box of seaborne cushion cap on water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102330433A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103015459A (en) * | 2012-12-20 | 2013-04-03 | 浙江省第一水电建设集团股份有限公司 | Construction method for underwater baring platform steel cover box on storm surge river mouth |
-
2010
- 2010-07-12 CN CN2010102231125A patent/CN102330433A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103015459A (en) * | 2012-12-20 | 2013-04-03 | 浙江省第一水电建设集团股份有限公司 | Construction method for underwater baring platform steel cover box on storm surge river mouth |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20120125 |
|
| WD01 | Invention patent application deemed withdrawn after publication |