CN105780722A - Novel vertical type bank revetment structure - Google Patents
Novel vertical type bank revetment structure Download PDFInfo
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- CN105780722A CN105780722A CN201410822106.XA CN201410822106A CN105780722A CN 105780722 A CN105780722 A CN 105780722A CN 201410822106 A CN201410822106 A CN 201410822106A CN 105780722 A CN105780722 A CN 105780722A
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- prefabricated components
- leakage preventing
- bank protection
- stake
- protection structure
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Abstract
The invention provides a novel vertical type bank revetment structure. The novel vertical type bank revetment structure comprises a foundation, an anti-seepage structure positioned on a river bank and prefabricated parts which are embedded into the anti-seepage structure, wherein the plurality of prefabricated parts are distributed adjacently and are connected with one another; and the anti-seepage structure and the prefabricated parts are co-embedded into the foundation. According to the novel vertical type bank revetment structure, the prefabricated parts are embedded into the anti-seepage structure as an earth retaining structure and an anti-seepage structure, so that the novel vertical type bank revetment structure is convenient and quick to construct, can be applied to channel revetment training works which have dense buildings around, do not have slope excavation conditions and cannot carry out cut-out construction during the construction period; and the bank revetment structure can be prefabricated in advance or a finished product structure which is more reliable in quality can be directly purchased, so that the construction is quick, and the project duration can be greatly shortened.
Description
Technical field
The present invention relates to the bank protection structure in a kind of river course, particularly relate to a kind of vertical bank protection structure of Novel direct.
Background technology
Since reform and opening-up, along with developing rapidly of China's economic construction, the material life condition of resident is greatly improved, and the surrounding enviroment of self life are proposed requirements at the higher level.Therefore, the city that a lot of economy are comparatively flourishing is also puted forth effort the river course to inner city and is carried out comprehensive control, to build good water ecological environment.Yet with reasons such as history, the old town in China's major part city is to be formed when naturally living in concentrated communities, and lacks preconsolidation stress, and urban rives two sides mostly are the building such as local-style dwelling houses, Factory Building, nearer from river course, intensive, and shore protection caves in seriously, long neglected and in disrepair, in these river courses, major part carries the functions such as city water supply and sewage, shipping simultaneously, when shore protection is administered, it is impossible to cutout construction, the problems referred to above are one of current city river shore protection harnessing project problems needing primary study.This type of engineering is due to by the safety requirements of surrounding building, the requirement of navigation and the many factors such as water body exchange are restricted, bank protection structure pattern there is higher requirement in technology, safety, economy and construction complexity etc., in this case, traditional improvement requirement needing heavy excavation, the Gravity Retaining Wall structure of build temporary water retaining cofferdam construction, ramp type bank protection structure pattern to be all difficult to meet river course, inner city.
Summary of the invention
The shortcoming of prior art in view of the above, the technical problem to be solved in the present invention is in that to provide a kind of vertical bank protection structure of Novel direct, use this bank protection structure without building Temporary Cofferdam, reduce bank protection structure and take up an area space, and can by completely separable to river and riverbank earth；It addition, this structure adopts prefabricated components, duration of a project and cost can be shortened.
For achieving the above object, the present invention provides a kind of vertical bank protection structure of Novel direct, including ground, it is arranged in the leakage preventing structure on riverbank and is mounted in the prefabricated components of described leakage preventing structure, described prefabricated components have multiple, adjacent distributions and are connected with each other, and described leakage preventing structure and described prefabricated components are embedded in described ground jointly.
Preferably, described prefabricated components are the T-shaped stake of high-strength prestressed concrete, described T-shaped stake includes a panel and the web vertical with described panel, described panel and described web and is each perpendicular to horizontal plane, adopts embedded lock to connect between each panel of described contiguous prefabricated component.
Preferably, described prefabricated components embed the degree of depth of described ground and embed the degree of depth of described ground more than described leakage preventing structure.
Preferably, described leakage preventing structure is major diameter cement mixing pilework.
Preferably, having constructed stake of bearing down on one above described prefabricated components, the upper surface of described leakage preventing structure is extended at the top of described prefabricated components, bears down on one in stake described in the top insertion of described prefabricated components.
Preferably, stake of bearing down on one described in is reinforced concrete structure.
As mentioned above, the vertical bank protection structure of a kind of Novel direct that the present invention relates to, have the advantages that and gear soil, dash and leakage preventing structure are combined together, and the mutual coefficient organism of energy, there is structure stress clear and definite, the features such as engineering is permanent and interim takes up an area less, construction technology is simple and quick, the duration is short, can effectively solve that urban rives is narrow, surrounding building is intensive and not possess the difficult problem of shore protection harnessing project for heavy excavation condition, and the suitability is strong；It addition, this bank protection structure is without building Temporary Cofferdam, do not affect river course normal cross stream, supply water and navigation requirement, to greatest extent reduce bank protection structure take up an area space.
Accompanying drawing explanation
Fig. 1 is the generalized section of the present invention.
Fig. 2 is the top view of Fig. 1.
Fig. 3 is the schematic diagram of prefabricated components.
Element numbers explanation
1 bears down on one stake
2 prefabricated components
21 panels
22 webs
3 leakage preventing structures
4 river water bodies
5 grounds
Detailed description of the invention
By particular specific embodiment, embodiments of the present invention being described below, those skilled in the art the content disclosed by this specification can understand other advantages and effect of the present invention easily.
Notice, the structure of this specification institute accompanying drawings depicted, ratio, size etc., all only in order to coordinate the disclosed content of description, understand for those skilled in the art and read, it is not limited to the enforceable qualifications of the present invention, therefore do not have technical essential meaning, the adjustment of the modification of any structure, the change of proportionate relationship or size, under not affecting effect that the present invention can be generated by and the purpose that can reach, all should still drop on disclosed technology contents and obtain in the scope that can contain.Simultaneously, in this specification cited as " on ", D score, "left", "right", " centre " etc. term, it is merely convenient to understanding of narration, and it is not used to limit the enforceable scope of the present invention, the change of its relativeness or adjustment, changing under technology contents without essence, when being also considered as the enforceable category of the present invention.
As depicted in figs. 1 and 2, the present invention provides a kind of vertical bank protection structure of Novel direct, including the ground 5 being positioned at bottom riverbank, the leakage preventing structure 3 of side, riverbank and the prefabricated components 2 being mounted in described leakage preventing structure 3, described prefabricated components 2 have multiple, adjacent distributions and are connected with each other.As shown in Figure 3, preferably, the T-shaped stake of high-strength prestressed concrete selected by described prefabricated components 2, described T-shaped stake includes a panel 21 and the web 22 vertical with described panel 21, described panel 21 and described web 22 are each perpendicular to horizontal plane, embedded lock is adopted to connect between each panel 21 of described contiguous prefabricated component 2, it is big that this T-shaped stake has the rigidity of structure, stress condition is good, the features such as area of section is little, the construction requirement of shore protection can be met, connect owing to have employed this embedded lock, so enhancing globality and the stability of structure, and be prefabricated T-shaped pilework due to what adopt, so can carry out prefabricated in advance or directly purchase finished product, quality is easy to control, construction is quickly, can significantly shorten the duration of a project.Prefabricated components 2 phase of the plurality of adjacent distributions is interconnected into an entirety, and river water body 4 and soil layer on the bank, as retaining soil and water layer, are separated by the surface of its one side contacted with river water body 4 and described panel 21.
As shown in Figure 1, described leakage preventing structure 3 and described prefabricated components 2 are embedded in described ground 5 jointly, preferably, described prefabricated components 2 embed the degree of depth of described ground 5 and embed the degree of depth of described ground 5 more than described leakage preventing structure 3, owing to the prefabricated components 2 of the present invention play a part load-bearing, and leakage preventing structure 3 is only used for stoping the infiltration of river water body 4, in order to ensure that ground 5 has enough renitent intensity, so needing T-shaped stake is got to the position that ground less than 5 is very deep, most weight is made to pass to, by stake, the position that below ground is very deep.Preferably due to cement mixing pile infiltration coefficient is little, anti-seepage effect is better, so described leakage preventing structure 3 adopts major diameter cement mixing pilework.Preferably, construct, above described prefabricated components 2, stake 1 of bearing down on one, in order to increase the globality of structure, the upper surface of described leakage preventing structure 3 is extended at the top of described prefabricated components 2, the top of described prefabricated components 2 is beared down on one in stake 1 described in inserting, described stake 1 of bearing down on one is for reinforced concrete structure, and this stake 1 of bearing down on one can reduce or avoid, owing to stress concentrates the crack caused, to strengthen the intensity of masonry structure.
The specific embodiment of the present invention is as follows:
Major diameter cement mixing pile, prefabricated components 2 is adopted to adopt the T-shaped stake of high-strength prestressed concrete to be example with leakage preventing structure 3.
First on riverbank, carry out the construction of leakage preventing structure 3, after adjacent overlap joint mixing pile construction completes, with being about to insert the centre of leakage preventing structure 3 as the prefabricated T-shaped stake of high-strength prestressed concrete of unit bulk head water retaining, after described leakage preventing structure 3 cement mixing pile reaches design strength, bear down on one pilework 1 at described prefabricated components 2 top casting concrete.
Comparing traditional bank protection structure, the present invention has the following technical effect that
1, bank protection structure of the present invention is without building Temporary Cofferdam, direct over-water construction, does not affect river course and normal crosses stream, supplies water and navigation requirement, it is to avoid the build workload of Temporary Cofferdam；
2, Novel direct of the present invention vertical bank protection structure area of section is little, saves and takes up an area space, can effectively solve that urban rives is narrow, surrounding building is intensive and not possess the difficult problem of shore protection harnessing project for heavy excavation condition, and the suitability is strong.
3, shore protection gear soil, water-retaining structure and impermeable structure are effectively combined by the present invention, give full play to T-shaped pilework rigidity big, stress condition is good, the feature that area of section is little, the features such as cement mixing pile infiltration coefficient is little can be given full play to again, whole ring structure size is little, decreases the permanent occupation of land of bank protection structure, it is to avoid remove in a large number.
4, compared with traditional bank protection structure, vertical type shore protection of the present invention, can reduce excavation, reduce temporary project and take up an area, reduce temporary project investment；
5, prefabricated T-shaped pilework used by bank protection structure, carrying out prefabricated in advance or can directly purchase finished product, and quality is easy to control, and construction quickly, can significantly shorten the duration of a project；
In sum, the vertical bank protection structure of a kind of Novel direct provided by the invention can reduce the earth excavation quantities in the shore protection harnessing project of surrounding building compact district, river course, reduces the construction time simultaneously and takes up an area and the permanent occupation of land of bank protection structure temporarily；Without building interim water-retaining cofferdam, not affecting the normal of river course and cross stream and navigation, construction technology is simple, it is possible to effectively shorten the engineering time of river regulation.
In sum, the present invention effectively overcomes various shortcoming of the prior art and has high industrial utilization.
Above-described embodiment is illustrative principles of the invention and effect thereof only, not for the restriction present invention.Above-described embodiment all under the spirit and category of the present invention, can be modified or change by any those skilled in the art.Therefore, art has usually intellectual such as modifying without departing from all equivalences completed under disclosed spirit and technological thought or change, must be contained by the claim of the present invention.
Claims (6)
1. the vertical bank protection structure of Novel direct, it is characterized in that, including ground (5), it is arranged in the leakage preventing structure (3) on riverbank and is mounted in the prefabricated components (2) of described leakage preventing structure (3), described prefabricated components (2) have multiple, adjacent distributions and are connected with each other, and described leakage preventing structure (3) and described prefabricated components (2) are embedded in described ground (5) jointly.
2. the vertical bank protection structure of Novel direct according to claim 1, it is characterized in that: described prefabricated components (2) are the T-shaped stake of high-strength prestressed concrete, described T-shaped stake includes a panel (21) and the web (22) vertical with described panel (21), described panel (21) and described web (22) are each perpendicular to horizontal plane, adopt embedded lock to connect between each panel (21) of described contiguous prefabricated component (2).
3. the vertical bank protection structure of Novel direct according to claim 1 and 2, it is characterized in that, described prefabricated components (2) embed the degree of depth of described ground (5) and embed the degree of depth of described ground (5) more than described leakage preventing structure (3).
4. the vertical bank protection structure of Novel direct according to claim 3, it is characterised in that: described leakage preventing structure (3) is major diameter cement mixing pilework.
5. the vertical bank protection structure of Novel direct according to claim 4, it is characterized in that: stake of bearing down on one (1) has been constructed in described prefabricated components (2) top, the upper surface of described leakage preventing structure (3) is extended at the top of described prefabricated components (2), bears down on one in stake (1) described in the top insertion of described prefabricated components (2).
6. the vertical bank protection structure of Novel direct according to claim 5, it is characterised in that: described in stake (1) of bearing down on one be reinforced concrete structure.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420721039 | 2014-11-26 | ||
| CN2014207210398 | 2014-11-26 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105780722A true CN105780722A (en) | 2016-07-20 |
Family
ID=53425433
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420830467.4U Withdrawn - After Issue CN204401557U (en) | 2014-11-26 | 2014-12-19 | The vertical bank protection structure of a kind of Novel direct |
| CN201410822106.XA Pending CN105780722A (en) | 2014-11-26 | 2014-12-19 | Novel vertical type bank revetment structure |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420830467.4U Withdrawn - After Issue CN204401557U (en) | 2014-11-26 | 2014-12-19 | The vertical bank protection structure of a kind of Novel direct |
Country Status (1)
| Country | Link |
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| CN (2) | CN204401557U (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204401557U (en) * | 2014-11-26 | 2015-06-17 | 上海勘测设计研究院有限公司 | The vertical bank protection structure of a kind of Novel direct |
| CN105019400B (en) * | 2015-07-14 | 2017-01-04 | 周兆弟 | Compound supporting pile structure |
| CN108330903B (en) * | 2018-03-13 | 2023-07-07 | 中铁十二局集团第七工程有限公司 | Narrow river retaining wall reinforcing device and reinforcing method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07324316A (en) * | 1994-05-30 | 1995-12-12 | Hayashi Prod Corp | Embankment reinforcing structure |
| CN201162228Y (en) * | 2008-01-24 | 2008-12-10 | 上海勘测设计研究院 | Shore-protection structure |
| CN101387111A (en) * | 2008-05-09 | 2009-03-18 | 浙江省交通工程建设集团有限公司 | Revetment T shaped pile with tongue and groove |
| KR20120085602A (en) * | 2011-01-24 | 2012-08-01 | (주) 선암기술연구소 | ecology restoration gabion and construction method thereof |
| CN203855933U (en) * | 2014-04-14 | 2014-10-01 | 苏州大学 | Piling plate-inserting type revetment |
| CN203855969U (en) * | 2014-03-18 | 2014-10-01 | 华汇工程设计集团股份有限公司 | Pit support structure using prefabricated belt cavity piles |
| CN204401557U (en) * | 2014-11-26 | 2015-06-17 | 上海勘测设计研究院有限公司 | The vertical bank protection structure of a kind of Novel direct |
-
2014
- 2014-12-19 CN CN201420830467.4U patent/CN204401557U/en not_active Withdrawn - After Issue
- 2014-12-19 CN CN201410822106.XA patent/CN105780722A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07324316A (en) * | 1994-05-30 | 1995-12-12 | Hayashi Prod Corp | Embankment reinforcing structure |
| CN201162228Y (en) * | 2008-01-24 | 2008-12-10 | 上海勘测设计研究院 | Shore-protection structure |
| CN101387111A (en) * | 2008-05-09 | 2009-03-18 | 浙江省交通工程建设集团有限公司 | Revetment T shaped pile with tongue and groove |
| KR20120085602A (en) * | 2011-01-24 | 2012-08-01 | (주) 선암기술연구소 | ecology restoration gabion and construction method thereof |
| CN203855969U (en) * | 2014-03-18 | 2014-10-01 | 华汇工程设计集团股份有限公司 | Pit support structure using prefabricated belt cavity piles |
| CN203855933U (en) * | 2014-04-14 | 2014-10-01 | 苏州大学 | Piling plate-inserting type revetment |
| CN204401557U (en) * | 2014-11-26 | 2015-06-17 | 上海勘测设计研究院有限公司 | The vertical bank protection structure of a kind of Novel direct |
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| Publication number | Publication date |
|---|---|
| CN204401557U (en) | 2015-06-17 |
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| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: He Jian Inventor after: Zhong Xiaoxiang Inventor after: Guo Lei Inventor after: Jin Yong Inventor after: Meng Ming Inventor after: Qin Zhenjie Inventor before: He Jian Inventor before: Zhong Xiaoxiang Inventor before: Guo Lei Inventor before: Jin Yong |
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| RJ01 | Rejection of invention patent application after publication | ||
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Application publication date: 20160720 |