CN102747720A - Mobile platform for piling construction at dike breach - Google Patents
Mobile platform for piling construction at dike breach Download PDFInfo
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- CN102747720A CN102747720A CN2012102441654A CN201210244165A CN102747720A CN 102747720 A CN102747720 A CN 102747720A CN 2012102441654 A CN2012102441654 A CN 2012102441654A CN 201210244165 A CN201210244165 A CN 201210244165A CN 102747720 A CN102747720 A CN 102747720A
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- mobile platform
- carriage
- slide rail
- piling
- platform
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Abstract
The invention relates to a mobile platform for piling construction at a dike breach, which is composed of a bracket, a slide rail, an operating platform, platform columns, guide posts, a guide frame and the like. By using the mobile platform, the salvage personnel can quickly and conveniently drive piles at the dike breach; and thus, the large breach can be plugged in time, and the salvage operation is convenient and quick, thereby lowering the labor intensity and reducing the loss of flood.
Description
The present invention is: the device application of piling at dike breach divide an application original applying number: 201010184689.X, the applying date: 2010.05.13, national priority data: 200910181926.42009.07.25CN.
Technical field
The present invention relates to a kind of mobile platform that is used for the piling at dike breach construction.
Background technology
When shutoff was burst in emergency flood fighting, the work of most critical was driven piles exactly.The pile driver that now is used for flood control both at home and abroad is a lot; But when breach place depth of water stream swashs, even there is pile driver also powerless, after for example the Kai Di breach is sung by Fuzhou City, Jiangxi in June, 2010; Just do not carry out piling work, but etc. after several days the flow of water just use the direct shutoff of native stone after mild.Be not have pile driver at that time; But because breach place depth of water stream swashs, the people can't reach the end in water, stand and all can not stand; How pitching pile again? Stake all can not be inserted, how to adorn pile driver again? What needed most this moment is an operation platform that can satisfy the piling construction demand.
Through retrieval, do not find the prior art that is used for addressing the above problem.
Summary of the invention
The objective of the invention is: for solving the deficiency of prior art, the mobile platform that provides a cover to drive piles fast at the dike breach place quickly and easily.Make the large-scale breach of timely shutoff become possibility, rescue is more convenient, reduces labour intensity, reduces the loss that floods cause.
Mobile platform described in the present invention is made up of carriage, slide rail, operating platform, platform column, lead, leading truck etc.Carriage is clamped on the pile body, and slide rail is contained on the carriage, can on carriage, slide, and can be pressed on the carriage with pressing plate.Platform column and lead are contained on the slide rail, and operating platform is contained on the platform column, and leading truck is contained on the lead.
The mobile platform that is used for the piling at dike breach construction provided by the present invention; Can be quickly and efficiently at a piling at dike breach and a formation stake net; And after the completion of whole stake network arrangements, equal above the whole breach place water surface, to have laid the working platform of the usefulness of damming at last.Not only the constructor not be used in underwater operation in piling, and the constructor who transports mount when in the end damming also can walking quickly and easily on platform, and the mount of the usefulness of will damming is transported to the optional position of breach.Shorten to greatest extent and speedily carry out rescue work the time, reduce labor intensity, reduce constructor's security risk.
Engaging accompanying drawing and embodiment below further specifies the present invention.
Fig. 1 is that mobile platform is arranged lateral view figure.
Fig. 2 is that mobile platform is arranged front elevation drawing figure.
Fig. 3 is carriage and slide rail constitutional diagram.
Fig. 4 is the carriage sketch map.
Fig. 5 is the leading truck structure chart.
Fig. 1 is that mobile platform is arranged lateral view figure, and Fig. 2 is that mobile platform is arranged front elevation drawing figure.In Fig. 1 and Fig. 2: carriage B is clamped on the pile body C, and two slide rail A are in the upper edge of carriage B, and two lead G are contained on the last plane of slide rail A; Four platform column E are contained in two sides of lead G on the last plane of slide rail A respectively; Platform F is contained in the top of platform column E, and leading truck D is contained on the lead G of platform F bottom, on lead G top the frame G1 that ascends a height is housed; Hanging beam G2 is equipped with at the top of lead G, and balancing weight A1 is equipped with in the rear end of slide rail A.
Fig. 3 is carriage and slide rail constitutional diagram, and Fig. 4 is the carriage sketch map.In Fig. 3 and Fig. 4: carriage B middle part is the square frame of an opening; The top and bottom of square frame are the square frame plate B9 of two openings, and two channel-section steel B8 dresses are welded between the square frame plate B9 and also outwards encorbelment, and are drilled with pin-and-hole B14 on the openend of square frame plate B9; Move seat B7 between square frame plate B9; And be drilled with the pin-and-hole B14 that matches with square frame plate B9, select different pin-and-holes can change the position of moving seat, to adapt to the pile body of different-diameter.Between inner support B1 on the channel-section steel B8 and support arm B5, carrying roller B6 is housed, the upper edge of inner support B1 and support arm B5 exceeds the last plane of carrying roller B6, blocks slide rail A and makes it can not skid off the rolling surface of carrying roller B6.Supporting plate B4 is welded on the support arm B5, and pressing plate B3 is contained on the supporting plate B4, and mousing-hook B2 is welded on inner support B1 and the square frame plate B9.Latch B13 is housed on the active card B12, and the front end of screw rod B10 is riveted in the active card B12, and keeps and can rotate flexibly, and the cross handle is equipped with in the rear end of screw rod B10, and nut B11 is welded in and moves on the seat B7.Slide rail A is made up of three channel-section steel A3, square backing plate A3, dividing plate A5, square cushion block A4, bolt A7.Side backing plate A3 is welded in the inside of two outside channel-section steel A3, is welded with dividing plate A5 on the opening of middle channel-section steel A3, and square cushion block A4 is welded between dividing plate A5 and the channel-section steel A3, and bolt A7 is combined into one three channel-section steel A3.Free bearing A6 is contained in the inboard on the last plane of slide rail A, a baffle plate is arranged on the free bearing A6 and an adjustment bolt is housed, and location-plate A8 is hinged on the free bearing A6.
Fig. 5 is the leading truck structure chart.Leading truck D when D-1 is the clamping timber among the figure, the leading truck D when D-2 is the clamping steel pipe pile.In figure D-1: two face down bondings of retainer ring D1 have riser D6, and guide wheel D7 is equipped with in the outer end of riser D6, and two guide wheel D7 are enclosed within on the lead G.Loose collar D4 is hinged on the retainer ring D1 through hinge D5, and lock bolt D3 fixes timber with three positioning bolt D2 after loose collar D4 is locked.In figure D-2: the internal diameter of retainer ring D8 and loose collar D10 with want the external diameter of the steel pipe pile of clamping to match, loose collar D10 passes through lock bolt D9 and directly steel pipe pile is clamped.
Operation implementation process of the present invention is described below: on the bank; The direction that aligning will lay out pile is squeezed into two piles with pile driver earlier; The opening square frame at carriage B middle part is inserted pile body; Insert again and move seat B7 and in pin-and-hole B14, penetrate bearing pin, tighten screw rod B10 promotion active card B12 carriage B is clamped on the pile body.After installing two carriage B, three channel-section steel A3 are combined into slide rail A with bolt A7 are contained on the carrying roller B6, with pressing plate B3 slide rail A is compressed again.On slide rail A, install platform, on the hanging beam G2 of the top of lead G, adorn the Chain block of a minimum, the pile driver that assembles is hung over the top of platform F.Leading truck D on the lead G is raised the lower edge finger lock of platform F, a carriage B is packed into from the front lower of slide rail A.Mousing-hook B2 tangles slide rail A, and carriage B rushes open location-plate A8 backward, leans against on the location-plate A8 through being moved back into behind the location-plate A8 again.The effect of two location-plate A8 on the two one slide rail A is to keep carriage B vertical with slide rail A.With pressing plate B3 carriage B is pressed on the slide rail A again.
The home record of pile body from slide rail A inserted the water, and the middle part of pile body snaps in the opening of carriage B, and top is fixed with leading truck D, and this moment, pile body kept plumbness.After with Chain block pile driver being hung proper height pile driver is fixed on the pile body, starts pile driver pile body is driven underground.After one pile is accomplished fluently, unclamp pile driver, pile driver is hung height, unclamp pressing plate, slide rail A was pushed away a stake position forward, can prepare to lay a pile behind the clamping platen with Chain block.
Good effect of the present invention is:
Mobile platform provided by the invention makes the large-scale breach of timely shutoff become possibility, and rescue is more convenient, and the pile body accurate positioning is convenient, reduces labour intensity to greatest extent, reduces the loss that floods cause.
Claims (4)
1. be used for the mobile platform of piling at dike breach construction, it is characterized in that: it has carriage (B) and two slide rails (A) that are contained in carriage (B) upper edge that are clamped on the pile body (C).
2. the mobile platform that is used for the piling at dike breach construction according to claim 1, it is characterized in that: balancing weight (A1) is equipped with in the rear end of described slide rail (A).
3. the mobile platform that is used for piling at dike breach construction according to claim 1 is characterized in that: between the inner support B1 of described carriage (B) and support arm B5, carrying roller B6 is housed; Pressing plate (B3) is housed on the supporting plate (B4).
4. the mobile platform that is used for the piling at dike breach construction according to claim 1, it is characterized in that: it also comprises leading truck D; On leading truck D: guide wheel D7 is equipped with in the outer end of riser D6, and two guide wheel D7 are enclosed within on the lead G.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012102441654A CN102747720A (en) | 2010-05-13 | 2010-05-13 | Mobile platform for piling construction at dike breach |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012102441654A CN102747720A (en) | 2010-05-13 | 2010-05-13 | Mobile platform for piling construction at dike breach |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201010184689A Division CN101831911A (en) | 2009-07-25 | 2010-05-13 | Device for piling at dike breach |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102747720A true CN102747720A (en) | 2012-10-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012102441654A Pending CN102747720A (en) | 2010-05-13 | 2010-05-13 | Mobile platform for piling construction at dike breach |
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| Country | Link |
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| CN (1) | CN102747720A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106801410A (en) * | 2017-02-14 | 2017-06-06 | 山东省第三地质矿产勘查院 | Remote control formula platform releases unhook fast |
| CN106948349A (en) * | 2017-04-21 | 2017-07-14 | 水利部交通运输部国家能源局南京水利科学研究院 | Quick block up fabricated construction system, erecting device and method |
| CN107142898A (en) * | 2017-03-07 | 2017-09-08 | 华中科技大学文华学院 | A kind of dyke crevasse fast plugging device |
| CN108978584A (en) * | 2018-08-09 | 2018-12-11 | 黄河水利委员会黄河水利科学研究院 | A kind of emergency control method of dike breach |
| CN111926769A (en) * | 2020-08-03 | 2020-11-13 | 刘建英 | A quick maintenance auxiliary device for breach dykes and dams |
-
2010
- 2010-05-13 CN CN2012102441654A patent/CN102747720A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106801410A (en) * | 2017-02-14 | 2017-06-06 | 山东省第三地质矿产勘查院 | Remote control formula platform releases unhook fast |
| CN107142898A (en) * | 2017-03-07 | 2017-09-08 | 华中科技大学文华学院 | A kind of dyke crevasse fast plugging device |
| CN107142898B (en) * | 2017-03-07 | 2019-09-03 | 文华学院 | A kind of dyke crevasse fast plugging device |
| CN106948349A (en) * | 2017-04-21 | 2017-07-14 | 水利部交通运输部国家能源局南京水利科学研究院 | Quick block up fabricated construction system, erecting device and method |
| CN108978584A (en) * | 2018-08-09 | 2018-12-11 | 黄河水利委员会黄河水利科学研究院 | A kind of emergency control method of dike breach |
| CN111926769A (en) * | 2020-08-03 | 2020-11-13 | 刘建英 | A quick maintenance auxiliary device for breach dykes and dams |
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| PB01 | Publication | ||
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| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20121024 |