CN205591238U - Supporting device for steel sheet piling cofferdam - Google Patents
Supporting device for steel sheet piling cofferdam Download PDFInfo
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- CN205591238U CN205591238U CN201620172624.6U CN201620172624U CN205591238U CN 205591238 U CN205591238 U CN 205591238U CN 201620172624 U CN201620172624 U CN 201620172624U CN 205591238 U CN205591238 U CN 205591238U
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- stay tube
- stull
- steel sheet
- double
- bearing plate
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Abstract
The utility model discloses a supporting device for steel sheet piling cofferdam, stull and stay tube including a plurality of layers of horizontal distribution, the stull is along vertical direction double parallel arrangement, and the every row of stull all has a plurality of to cut the roof beam along its length direction vertical fixation, and is four of rectangular array and cuts the roof beam and be a set of, weld respectively in the angle of rectangle bearing plate tip, rectangle bearing plate symmetry sets up in the both ends of stay tube, the stay tube is double stay tube, along horizontal direction parallel arrangement. The utility model discloses an establish the stay tube into double stay tube structure, improved the support intensity of stay tube greatly, through setting up the rectangle bearing plate between stay tube and stull, cutting roof beam and brace, effectively avoid the damage that stress concentration probably caused.
Description
Technical field
This utility model relates to steel sheet pile technical field, particularly relates to a kind of steel sheet-pile cofferdam suspension device.
Background technology
Steel sheet pile act as important structural material in building foundation, underground engineering, port and pier, dock, sluice, waterway revetment, man-made island, breakwater, the permanent work such as the shore protection of road and bridge, protective slope structure, retaining wall, cut-pff wall, foundation stabilization；It the temporary works such as pattern foundation pit supporting structure, interim shore protection, water stop cofferdam, retaining wall is then crucial material；At flood, cave in, subside, drift sand, mud-rock flow, the prevention of the research of abrupt geological hazard such as landslide, control and speedily carry out rescue work, the synonym of steel sheet pile efficient quick especially.
Existing steel sheet-pile cofferdam suspension device in use comes with some shortcomings, and on the one hand its horizontal support Guan great Gen is single form, and support strength is poor；On the other hand horizontal support pipe is directly connected with stull, and junction stress is relatively big, fragile.
Utility model content
The purpose of this utility model is to overcome the above-mentioned problems in the prior art, it is provided that a kind of steel sheet-pile cofferdam suspension device.
For realizing above-mentioned technical purpose, reaching above-mentioned technique effect, this utility model is achieved through the following technical solutions:
A kind of steel sheet-pile cofferdam suspension device, if stull and the stay tube including dried layer horizontal distribution, described stull vertically double parallel is arranged, often row's stull is vertically and fixedly provided with several the most along its length and cuts beam, and four of rectangular array to cut beam be one group, be respectively welded the end, angle in rectangle bearing plate, described rectangle bearing plate is symmetricly set in the two ends of a stay tube, described stay tube is double stay tube, be arranged in parallel in the horizontal direction.
Further, described stull is made up of i shaped steel.
Further, cut described in and between the both sides of beam and stull, be symmetrically connected with brace.
Further, it is vertically connected with some reinforced pipes between described double stay tube.
The beneficial effects of the utility model are:
1, by a stay tube is set to double supporting tube structure, and between double stay tube, it is vertically connected with many reinforced pipes, substantially increases the support strength of a stay tube.
2, the two ends at stay tube arrange rectangle bearing plate, be provided with four altogether and cut beam between rectangle bearing plate and double stull, and cut and be provided with brace between beam and stull so that stress can disperse, it is to avoid stress concentrates the damage caused.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model；
Fig. 2 is front view of the present utility model；
Fig. 3 is top view of the present utility model.
Detailed description of the invention
Below with reference to the accompanying drawings and in conjunction with the embodiments, this utility model is described in detail.
A kind of steel sheet-pile cofferdam suspension device described in the present embodiment, as shown in Figures 1 to 3, if stull 2 and the stay tube 6 including dried layer horizontal distribution, described stull 2 vertically double parallel is arranged, often row's stull 2 is vertically and fixedly provided with several the most along its length and cuts beam 4, and four of rectangular array to cut beam 4 be one group, it is respectively welded the end, angle in rectangle bearing plate 5, described rectangle bearing plate 5 is symmetricly set in the two ends of a stay tube 6, described stay tube 6 is double stay tube, be arranged in parallel in the horizontal direction.
Further, described stull 2 is made up of i shaped steel.
Further, cut described in and between the both sides of beam 4 and stull 2, be symmetrically connected with brace 3.
Further, it is vertically connected with some reinforced pipes 7 between described double stay tube.
Operation principle in the present embodiment is:
By a stay tube 6 is set to double supporting tube structure, and between double stay tube, it is vertically connected with many reinforced pipes 7, substantially increases the support strength of a stay tube 6.In order to prevent stress problems of too, arranging rectangle bearing plate 5 at the two ends of stay tube 6, be provided with four altogether and cut beam 4 between rectangle bearing plate 5 and double stull 2, and cut and be provided with brace 3 between beam 4 and stull 2, this makes stress to disperse, it is to avoid stress concentrates the damage caused.
Claims (4)
1. a steel sheet-pile cofferdam suspension device, if stull (2) and the stay tube (6) including dried layer horizontal distribution, it is characterized in that: described stull (2) vertically double parallel is arranged, often arrange stull (2) to be vertically and fixedly provided with several the most along its length and cut beam (4), and four of rectangular array to cut beam (4) be one group, it is respectively welded in the end, angle of rectangle bearing plate (5), described rectangle bearing plate (5) is symmetricly set in the two ends of a stay tube (6), described stay tube (6) is double stay tube, be arranged in parallel in the horizontal direction.
A kind of steel sheet-pile cofferdam suspension device the most according to claim 1, it is characterised in that: described stull (2) is made up of i shaped steel.
A kind of steel sheet-pile cofferdam suspension device the most according to claim 1, it is characterised in that cut described in: and be symmetrically connected with brace (3) between the both sides of beam (4) and stull (2).
A kind of steel sheet-pile cofferdam suspension device the most according to claim 1, it is characterised in that: it is vertically connected with some reinforced pipes (7) between described double stay tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620172624.6U CN205591238U (en) | 2016-03-08 | 2016-03-08 | Supporting device for steel sheet piling cofferdam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620172624.6U CN205591238U (en) | 2016-03-08 | 2016-03-08 | Supporting device for steel sheet piling cofferdam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205591238U true CN205591238U (en) | 2016-09-21 |
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ID=56929070
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620172624.6U Active CN205591238U (en) | 2016-03-08 | 2016-03-08 | Supporting device for steel sheet piling cofferdam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205591238U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113737831A (en) * | 2021-09-16 | 2021-12-03 | 中国电建集团成都勘测设计研究院有限公司 | Combined structure of steel sheet pile, cofferdam and rotary spraying wall for coastal and construction method |
-
2016
- 2016-03-08 CN CN201620172624.6U patent/CN205591238U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113737831A (en) * | 2021-09-16 | 2021-12-03 | 中国电建集团成都勘测设计研究院有限公司 | Combined structure of steel sheet pile, cofferdam and rotary spraying wall for coastal and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20181113 Address after: 243000 Yushan Industrial Park, Ma'anshan City, Anhui Province Patentee after: Ma'anshan Ruima steel material Co. Ltd. Address before: 243000 South Section 498 Tianmen Avenue, Yushan District, Ma'anshan City, Anhui Province Patentee before: Ma'anshan Ruima Steel Sheet Pile Technology Co. Ltd. |
|
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 243000 Anhui province Ma'anshan Yushan Industrial Park Patentee after: Ruima wanjian (Anhui) Engineering Support Technology Co., Ltd Address before: 243000 Industrial Park, Yucheng District, Anhui, Ma'anshan Patentee before: MAANSHAN RUIMA STEEL STRUCTURE MATERIAL Co.,Ltd. |