CN204401557U - The vertical bank protection structure of a kind of Novel direct - Google Patents
The vertical bank protection structure of a kind of Novel direct Download PDFInfo
- Publication number
- CN204401557U CN204401557U CN201420830467.4U CN201420830467U CN204401557U CN 204401557 U CN204401557 U CN 204401557U CN 201420830467 U CN201420830467 U CN 201420830467U CN 204401557 U CN204401557 U CN 204401557U
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- prefabricated units
- bank protection
- leakage preventing
- protection structure
- novel direct
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Abstract
The utility model provides a kind of Novel direct vertical bank protection structure, comprise ground, be arranged in the leakage preventing structure on riverbank and be mounted in the prefabricated units of described leakage preventing structure, described prefabricated units have multiple, adjacent distributions and are interconnected, and described leakage preventing structure and described prefabricated units are embedded in described ground jointly.Prefabricated units are mounted in described leakage preventing structure by the vertical bank protection structure of this Novel direct, both can be used as soil-baffling structure, can be used as impervious body again, convenient and quick construction, can be applicable to Around building intensive, do not possess put slope excavation condition and construction period can not stop construction channel revetment training works, and this bank protection structure can carry out prefabricated or direct Purchasing Quality finished product structure more reliably in advance, construction fast, significantly can shorten the duration of a project.
Description
Technical field
The utility model relates to a kind of bank protection structure of river course, particularly relates to the vertical bank protection structure of a kind 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 proposes requirements at the higher level to the surrounding enviroment of self life.Therefore, the city that a lot of economy is comparatively flourishing also puts forth effort to carry out the comprehensive regulation to the river course of inner city, to build good water ecological environment.But due to reasons such as history, the old town in China's major part city is formed when naturally living in concentrated communities, and lack preconsolidation stress, urban rives two sides mostly are the building such as local-style dwelling houses, factory building, nearer apart 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 draining, shipping simultaneously, when shore protection is administered, can not stop construction, and 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 restrict many factors such as water body exchanges, in technology, safety, economy and construction complexity etc., higher requirement has been had to bank protection structure pattern, in this case, traditional need heavy excavation, the Gravity Retaining Wall structure of building temporary water retaining cofferdam construction, ramp type bank protection structure pattern are all difficult to meet the improvement requirement in river course, inner city.
Utility model content
The shortcoming of prior art in view of the above, the technical problems to be solved in the utility model is to provide a kind of Novel direct vertical bank protection structure, using this bank protection structure without the need to building Temporary Cofferdam, reducing bank protection structure and taking up an area space, and river and riverbank earth can be separated completely; In addition, this structure adopts prefabricated units, can shorten duration of a project and cost.
For achieving the above object, the utility model provides a kind of Novel direct vertical bank protection structure, comprise ground, be arranged in the leakage preventing structure on riverbank and be mounted in the prefabricated units of described leakage preventing structure, described prefabricated units have multiple, adjacent distributions and are interconnected, and described leakage preventing structure and described prefabricated units are embedded in described ground jointly.
Preferably, described prefabricated units are the T-shaped stake of high-strength prestressed concrete, described T-shaped stake comprises a panel and the web vertical with described panel, and described panel and described web, all perpendicular to horizontal plane, adopt embedded lock to connect between each panel of described contiguous prefabricated component.
Preferably, the degree of depth that described prefabricated units embed described ground is greater than the degree of depth that described leakage preventing structure embeds described ground.
Preferably, described leakage preventing structure is major diameter cement mixing pilework.
Preferably, constructed stake of bearing down on one above described prefabricated units, the upper surface of described leakage preventing structure is extended at the top of described prefabricated units, bears down on one in stake described in the top insertion of described prefabricated units.
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 utility model relates to, there is following beneficial effect: 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 take up an area less, construction technology is simple and quick, the duration is short temporarily, effectively can solve that urban rives is narrow, surrounding building is intensive and not possess the difficult problem of the shore protection harnessing project of heavy excavation condition, applicability is strong; In addition, this bank protection structure, without the need to building Temporary Cofferdam, does not affect the normal overcurrent in river course, water supply and navigation requirement, reduces bank protection structure to greatest extent and takes up an area space.
Accompanying drawing explanation
Fig. 1 is generalized section of the present utility model.
Fig. 2 is the top view of Fig. 1.
Fig. 3 is the schematic diagram of prefabricated units.
Element numbers explanation
1 bears down on one stake
2 prefabricated units
21 panels
22 webs
3 leakage preventing structures
4 river water bodies
5 grounds
Detailed description of the invention
By particular specific embodiment, embodiment of the present utility model is described below, person skilled in the art scholar the content disclosed by this manual can understand other advantages of the present utility model and effect easily.
Notice, structure, ratio, size etc. that this manual institute accompanying drawings illustrates, content all only in order to coordinate manual to disclose, understand for person skilled in the art scholar and read, and be not used to limit the enforceable qualifications of the utility model, therefore the not technical essential meaning of tool, the adjustment of the modification of any structure, the change of proportionate relationship or size, do not affecting under effect that the utility model can produce and the object that can reach, still all should drop on technology contents that the utility model discloses and obtain in the scope that can contain.Simultaneously, quote in this manual as " on ", D score, "left", "right", " centre " etc. term, also only for ease of understanding of describing, and be not used to limit the enforceable scope of the utility model, the change of its relativeness or adjustment, under changing technology contents without essence, when being also considered as the enforceable category of the utility model.
As depicted in figs. 1 and 2, the utility model provides a kind of Novel direct vertical bank protection structure, comprise the ground 5 be positioned at bottom riverbank, the leakage preventing structure of side, riverbank 3 and the prefabricated units 2 be mounted in described leakage preventing structure 3, described prefabricated units 2 have multiple, adjacent distributions and are interconnected.As shown in Figure 3, preferably, the T-shaped stake of high-strength prestressed concrete selected by described prefabricated units 2, described T-shaped stake comprises a panel 21 and the web 22 vertical with described panel 21, described panel 21 and described web 22 are all perpendicular to horizontal plane, embedded lock is adopted to connect between each panel 21 of described contiguous prefabricated component 2, it is large that this T-shaped stake has the rigidity of structure, stress condition is good, the features such as section area is little, the construction requirement of shore protection can be met, connect owing to have employed this embedded lock, so enhance globality and the stability of structure, and due to adopt be prefabricated T-shaped pilework, so can carry out prefabricated in advance or directly purchase finished product, be convenient to qualitatively control, construction fast, significantly can shorten the duration of a project.The prefabricated units 2 of described multiple adjacent distributions are interconnected into an entirety mutually, 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 units 2 are embedded in described ground 5 jointly, preferably, the degree of depth that described prefabricated units 2 embed described ground 5 is greater than the degree of depth that described leakage preventing structure 3 embeds described ground 5, because prefabricated units 2 of the present utility model 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 need T-shaped stake to get to the very dark position of ground less than 5, most weight is made to pass to the very dark position of below ground by stake.Preferably, because cement mixing pile transmission coefficient is little, anti-seepage effect is better, so described leakage preventing structure 3 adopts major diameter cement mixing pilework.Preferably, stake 1 of bearing down on one has been constructed above described prefabricated units 2, 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 units 2, bear down on one in stake 1 described in the top insertion of described prefabricated units 2, 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 to concentrate due to stress the crack caused, and strengthens the intensity of masonry structure.
Detailed description of the invention of the present utility model is as follows:
Adopt major diameter cement mixing pile with leakage preventing structure 3, prefabricated units 2 adopt the T-shaped stake of high-strength prestressed concrete to be example.
First on riverbank, carry out the construction of leakage preventing structure 3, after adjacent overlap joint mixing pile construction completes, with being about to the centre of inserting leakage preventing structure 3 as the T-shaped stake of prefabricated high-strength prestressed concrete of unit bulk head water retaining, after described leakage preventing structure 3 cement mixing pile reaches design strength, to bear down on one pilework 1 at described prefabricated units 2 top concreting.
Compare traditional bank protection structure, the utility model has following technique effect:
1, the utility model bank protection structure is without the need to building Temporary Cofferdam, direct over-water construction, does not affect the normal overcurrent in river course, water supply and navigation requirement, avoids the build workload of Temporary Cofferdam;
2, the utility model Novel direct vertical bank protection structure section area is little, saves and takes up an area space, and effectively can solve that urban rives is narrow, surrounding building is intensive and not possess the difficult problem of the shore protection harnessing project of heavy excavation condition, applicability is strong.
3, shore protection gear soil, water-retaining structure and impermeable structure effectively combine by the utility model, give full play to T-shaped pilework rigidity large, stress condition is good, the feature that section area is little, the features such as cement mixing pile transmission 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, avoids a large amount of removal.
4, compared with traditional bank protection structure, the utility model vertical type shore protection, can reduce excavation, reduces temporary works and takes up an area, and reduces temporary works investment;
5, bank protection structure prefabricated T-shaped pilework used, can carry out prefabricated in advance or directly purchase finished product, and quality is convenient to control, and construction fast, significantly can shorten the duration of a project;
In sum, the vertical bank protection structure of a kind of Novel direct that the utility model provides can reduce the soil excavation engineering quantity in the shore protection harnessing project of surrounding building compact district, river course, reduces the construction period to take up an area and the permanent occupation of land of bank protection structure simultaneously temporarily; Without the need to building interim water-retaining cofferdam, do not affect normal overcurrent and the navigation in river course, construction technology is simple, effectively can shorten the engineering time of river regulation.
In sum, the utility model effectively overcomes various shortcoming of the prior art and tool high industrial utilization.
Above-described embodiment is illustrative principle of the present utility model and effect thereof only, but not for limiting the utility model.Any person skilled in the art scholar all without prejudice under spirit of the present utility model and category, can modify above-described embodiment or changes.Therefore, such as have in art and usually know that the knowledgeable modifies or changes not departing from all equivalences completed under the spirit and technological thought that the utility model discloses, must be contained by claim of the present utility model.
Claims (6)
1. the vertical bank protection structure of Novel direct, it is characterized in that, comprise ground (5), be arranged in the leakage preventing structure (3) on riverbank and be mounted in the prefabricated units (2) of described leakage preventing structure (3), described prefabricated units (2) have multiple, adjacent distributions and are interconnected, and described leakage preventing structure (3) and described prefabricated units (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 units (2) are the T-shaped stake of high-strength prestressed concrete, described T-shaped stake comprises a panel (21) and the web (22) vertical with described panel (21), described panel (21) and described web (22), all 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, the degree of depth that described prefabricated units (2) embed described ground (5) is greater than the degree of depth that described leakage preventing structure (3) embeds described ground (5).
4. the vertical bank protection structure of Novel direct according to claim 3, is characterized 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 units (2) top, the upper surface of described leakage preventing structure (3) is extended at the top of described prefabricated units (2), bears down on one in stake (1) described in the top insertion of described prefabricated units (2).
6. the vertical bank protection structure of Novel direct according to claim 5, is characterized in that: described in stake (1) of bearing down on one be reinforced concrete structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420830467.4U CN204401557U (en) | 2014-11-26 | 2014-12-19 | The vertical bank protection structure of a kind of Novel direct |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420721039 | 2014-11-26 | ||
| CN2014207210398 | 2014-11-26 | ||
| CN201420830467.4U CN204401557U (en) | 2014-11-26 | 2014-12-19 | The vertical bank protection structure of a kind of Novel direct |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204401557U true CN204401557U (en) | 2015-06-17 |
Family
ID=53425433
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410822106.XA Pending CN105780722A (en) | 2014-11-26 | 2014-12-19 | Novel vertical type bank revetment structure |
| CN201420830467.4U Withdrawn - After Issue CN204401557U (en) | 2014-11-26 | 2014-12-19 | The vertical bank protection structure of a kind of Novel direct |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410822106.XA Pending CN105780722A (en) | 2014-11-26 | 2014-12-19 | Novel vertical type bank revetment structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN105780722A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105019400A (en) * | 2015-07-14 | 2015-11-04 | 周兆弟 | Composite fender pile structure |
| CN105780722A (en) * | 2014-11-26 | 2016-07-20 | 上海勘测设计研究院有限公司 | Novel vertical type bank revetment structure |
| CN108330903A (en) * | 2018-03-13 | 2018-07-27 | 中铁十二局集团第七工程有限公司 | Narrow river Retaining Wall Reinforcement device and reinforcement means |
Family Cites Families (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 |
| KR101193578B1 (en) * | 2011-01-24 | 2012-10-23 | 배형진 | 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 |
| CN105780722A (en) * | 2014-11-26 | 2016-07-20 | 上海勘测设计研究院有限公司 | Novel vertical type bank revetment structure |
-
2014
- 2014-12-19 CN CN201410822106.XA patent/CN105780722A/en active Pending
- 2014-12-19 CN CN201420830467.4U patent/CN204401557U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105780722A (en) * | 2014-11-26 | 2016-07-20 | 上海勘测设计研究院有限公司 | Novel vertical type bank revetment structure |
| CN105019400A (en) * | 2015-07-14 | 2015-11-04 | 周兆弟 | Composite fender pile structure |
| CN108330903A (en) * | 2018-03-13 | 2018-07-27 | 中铁十二局集团第七工程有限公司 | Narrow river Retaining Wall Reinforcement device and reinforcement means |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105780722A (en) | 2016-07-20 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20150617 Effective date of abandoning: 20220325 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20150617 Effective date of abandoning: 20220325 |