CN206521766U - A kind of composite cantilever formula retaining wall - Google Patents
A kind of composite cantilever formula retaining wall Download PDFInfo
- Publication number
- CN206521766U CN206521766U CN201720177998.1U CN201720177998U CN206521766U CN 206521766 U CN206521766 U CN 206521766U CN 201720177998 U CN201720177998 U CN 201720177998U CN 206521766 U CN206521766 U CN 206521766U
- Authority
- CN
- China
- Prior art keywords
- wall
- composite cantilever
- cantilever formula
- retaining wall
- formula retaining
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Retaining Walls (AREA)
Abstract
The utility model belongs to retaining wall structure technical field, in particular to a kind of composite cantilever formula retaining wall.The composite cantilever formula retaining wall includes wall, toe of wall, wall heel, bored concrete pile, counterfort and relief platform, wall, toe of wall, wall heel and relief platform are integrally formed, bored concrete pile is fixedly connected with toe of wall, wall heel, counterfort and wall, toe of wall are fixedly connected with, wall is provided with osculum, and relief platform ambient separation is provided with muscle material.The composite cantilever formula retaining wall structure that the utility model is provided is rationally, easy to use.First, relief platform can bear larger upper load, it is to avoid wall flexing, improve the anti-overturning of composite cantilever formula retaining wall；Secondly, toe of wall, wall heel and wall are integrally formed so that the globality of composite cantilever formula retaining wall is more preferable；Finally, reinforced structure and bored concrete pile are owned by good shock resistance, and the stability of composite cantilever formula retaining wall is improved again；Meanwhile, the design for planting raw groove adds the greening of retaining engineering ecological environment.
Description
Technical field
The utility model is related to a kind of composite cantilever formula retaining wall, belongs to retaining wall structure technical field.
Background technology
In engineering construction, it is an important content to keep slope stability, and it is conventional to build retaining wall supporting and retaining system side slope
One of method.Retaining wall refer to support Roadbed Soil or the hillside soil body, prevent from banketing or soil deformation unstability structure.
In retaining wall cross section, the position directly contacted with being supported by the soil body is referred to as the wall back of the body；Position that is relative, facing sky is carried on the back with wall to be referred to as
Metope；The position referred to as bottom plate directly contacted with ground；Relative with bottom plate, wall top surface is referred to as wall top；The front end of bottom plate claims
For toe of wall；The rear end of bottom plate is referred to as wall heel.
Cantilever retaining wall is a kind of common retaining wall, and it is constituted by wall and with the bottom plate that the wall is fixedly connected,
Wherein bottom plate includes toe of wall portion and wall heel, and the soil that the retaining wall is relied primarily in wall heel and wall heel keeps wall body again
Stabilization, it takes full advantage of the stress performance of armored concrete, and preferably, but its rigidity is smaller for wall wall globality, the bottom of with
Plate junction may because stress is excessive and drawing crack, and anti-seismic performance is poor, when loaded larger on the metope at wall, wall
It is easily bent.
Utility model content
The utility model provides a kind of composite cantilever formula retaining wall, it is intended that solving present in prior art
Above mentioned problem.
The technical solution of the utility model is as follows：
A kind of composite cantilever formula retaining wall, including the heel of wall, toe of wall, wall, bored concrete pile and counterfort, wall and toe of wall, wall heel
It is integrally formed, bored concrete pile is fixedly connected with toe of wall, counterfort is fixedly connected with wall, toe of wall.
In the embodiment that the utility model is provided, above-mentioned wall is provided with relief platform, relief platform in the side called in person close to wall
Anti-overturning for increasing composite cantilever formula retaining wall；
Provided with the raw groove of plant in counterfort.
In the embodiment that the utility model is provided, above-mentioned relief platform and wall are integrally formed.
In the embodiment that the utility model is provided, above-mentioned relief platform ambient separation is provided with muscle material, and muscle timber-used is multiple in increase
Close the shock resistance of cantilever retaining wall.
In the embodiment that the utility model is provided, above-mentioned muscle material is 8mm reinforcing bar.
In the embodiment that the utility model is provided, osculum is additionally provided with above-mentioned wall.
In the embodiment that the utility model is provided, above-mentioned wall, toe of wall, wall heel, bored concrete pile, counterfort and relief platform are
Reinforced concrete structure.
It is above-mentioned to be fixedly connected as pouring connection in the embodiment that the utility model is provided.
The beneficial effects of the utility model are：The composite cantilever formula retaining wall structure that the utility model is provided rationally, is used
It is convenient.First, relief platform can bear larger upper load, it is to avoid wall flexing, improve composite cantilever formula retaining wall
Anti-overturning；Secondly, toe of wall, wall heel and wall are integrally formed so that the globality of composite cantilever formula retaining wall is more preferable；Finally,
Reinforced structure and bored concrete pile are owned by good shock resistance, and the stability of composite cantilever formula retaining wall is improved again.
Brief description of the drawings
, below will be to required in embodiment in order to illustrate more clearly of the technical scheme of the utility model embodiment
The accompanying drawing used is briefly described, it will be appreciated that the following drawings illustrate only some embodiments of the present utility model, therefore not
The restriction to scope is should be considered as, for those of ordinary skill in the art, on the premise of not paying creative work,
Other related accompanying drawings can also be obtained according to these accompanying drawings.
The structural representation one for the composite cantilever formula retaining wall that Fig. 1 the utility model is provided；
The structural representation two for the composite cantilever formula retaining wall that Fig. 2 the utility model is provided；
The structural representation three for the composite cantilever formula retaining wall that Fig. 3 the utility model is provided.
Shown in figure：100- composite cantilever formula retaining walls；1- walls；2- relief platforms；3- muscle materials；4- walls are called in person；5- osculums；
6- bored concrete piles；7- toes of wall；8- counterforts；9- plants raw groove.
Embodiment
The utility model is further illustrated with reference to the accompanying drawings and examples.
To make the purpose, technical scheme and advantage of the utility model embodiment clearer, below in conjunction with this practicality
Accompanying drawing in new embodiment, the technical scheme in the utility model embodiment is clearly and completely described, and shows
So, described embodiment is a part of embodiment of the utility model, rather than whole embodiments.Therefore, below
It is new that the detailed description of embodiment of the present utility model to providing in the accompanying drawings is not intended to limit this claimed practicality
The scope of type, but it is merely representative of selected embodiment of the present utility model.Based on the embodiment in the utility model, ability
The every other embodiment that domain those of ordinary skill is obtained under the premise of creative work is not made, belongs to this practicality
Novel protected scope.
In description of the present utility model, it is to be understood that the term of indicating position or position relationship is based on accompanying drawing
Shown orientation or position relationship, are for only for ease of description the utility model and simplify description, rather than indicate or imply institute
The equipment or element of finger must have specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to this reality
With new limitation.
In the utility model, unless otherwise clearly defined and limited, term " installation ", " connected ", " connection ", " Gu
It is fixed " etc. term should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integrally；Can be
Mechanically connect or electrically connect；Can be joined directly together, can also be indirectly connected to by intermediary, can be two
The connection of element internal or the interaction relationship of two elements.For the ordinary skill in the art, can basis
Concrete condition understands concrete meaning of the above-mentioned term in the utility model.
In the utility model, unless otherwise clearly defined and limited, fisrt feature is on or below second feature
Can directly it be contacted including the first and second features, it is not direct contact but by it that can also include the first and second features
Between other characterisation contact.Moreover, fisrt feature is on second feature, top and above include fisrt feature the
Directly over two features and oblique upper, or fisrt feature level height is merely representative of higher than second feature.Fisrt feature is special second
Under levying, lower section and fisrt feature included below are immediately below second feature and obliquely downward, or are merely representative of fisrt feature level
Highly it is less than second feature.
Embodiment：
A kind of composite cantilever formula retaining wall 100, including wall 1, toe of wall 7, wall heel 4, bored concrete pile 6 and counterfort 8, the He of wall 1
Toe of wall 7, wall heel 4 are integrally formed, and bored concrete pile 6 is fixedly connected with toe of wall 7, and counterfort 8 is fixedly connected with wall 1, toe of wall 7.
Wall 1 is provided with relief platform 2, shape such as bracket in the side close to wall heel 4, and relief platform 2 can bear top and banket
Most pressure, the soil pressure of relief platform more than 2 can not be passed to below platform so that total earth pressure reduces, effective solution
Determined wall 1 wall call in person 4 sides by side force it is excessive and occur the tilt phenomenon of wall 1, therefore increase composite cantilever formula gear
The anti-overturning of cob wall 100.Relief platform 2 adds the deadweight of wall 1 come the retaining wall for lateral pressure of being banketed above resisting simultaneously.Separately
Outside, relief platform 2 and wall 1 are integrally formed, and the globality for composite cantilever formula retaining wall 100 of knowing clearly is substantially improved.
Provided with the raw groove 9 of plant in counterfort 8, there is larger space is settable to plant raw groove 9 between counterfort 8, and banketed, can be increased
The resistance and stability of composite cantilever formula retaining wall 100, surface of banketing are afforested, and can also fully demonstrate engineering composite plant
The design concept of supporting and retaining system protection.
The ambient separation of relief platform 2 has poured muscle material 3, and muscle material 3 is banketed by top after covering, and composite cantilever formula can be substantially improved
The shock resistance of retaining wall 100, it is to avoid composite cantilever formula retaining wall 100 is damaged in earthquake.
Osculum 5 is additionally provided with wall 1, for the ponding of 4 sides of wall heel to be discharged, it is to avoid wall 4 side ponding of heel are excessive
Afterwards so that ground collapse, bored concrete pile 6 is supported loosely, is ultimately caused composite cantilever formula retaining wall 100 and is tilted.
In addition, in the embedment ground of bored concrete pile 6, being then fixedly connected with toe of wall 7, wall heel 4, further improve compound outstanding
The globality of arm-type retaining wall 100, so as to improve the stability of composite cantilever formula retaining wall 100 well.
Wall 1, toe of wall 7, wall heel 4, bored concrete pile 6, counterfort 8 and relief platform 2 are reinforced concrete structure.
Specifically, in the present embodiment, it is above-mentioned to be fixedly connected as pouring connection, including the material of reinforcement material 3 is poured and without reinforcement
The material of material 3 is poured.
Agree to it is appreciated that in the present embodiment, above-mentioned muscle material 3 is 8mm reinforcing bar.
The composite cantilever formula retaining wall that the utility model is provided has the beneficial effect that：The composite cantilever that the utility model is provided
Formula retaining wall structure is rationally, easy to use.First, relief platform can bear larger upper load, it is to avoid wall flexing, improve
The anti-overturning of composite cantilever formula retaining wall；Secondly, toe of wall, wall heel and wall are integrally formed so that composite cantilever formula earth-retaining
The globality of wall is more preferable；Reinforced structure and bored concrete pile are owned by good shock resistance, and composite cantilever formula retaining wall is improved again
Stability；Finally, the design is added gives birth to groove for the plant of afforestation ecological environment, has fully demonstrated engineering composite plant supporting and retaining system and has prevented
The design concept of shield.
It is described above, not make any formal limitation to the utility model, although the utility model is with embodiment
It is disclosed above, but the utility model is not limited to, any those skilled in the art are new not departing from this practicality
In the range of type technical scheme, when the technology contents using the disclosure above make a little change or are modified to the equivalent of equivalent variations
Embodiment, as long as being the content without departing from technical solutions of the utility model, according to technical spirit of the present utility model to real above
Any simple modification, equivalent variations and modification that example made are applied, in the range of still falling within technical solutions of the utility model.
Claims (8)
1. a kind of composite cantilever formula retaining wall, it is characterised in that including wall, toe of wall, wall heel, bored concrete pile and counterfort, wall wall
Toe and wall heel are integrally formed, and bored concrete pile is fixedly connected with toe of wall, wall heel, and counterfort is fixedly connected with wall, toe of wall.
2. composite cantilever formula retaining wall according to claim 1, it is characterised in that the wall is close to wall heel
Side is provided with relief platform, and the relief platform is used for the anti-overturning for increasing the composite cantilever formula retaining wall；
Provided with the raw groove of plant in the counterfort.
3. composite cantilever formula retaining wall according to claim 2, it is characterised in that the relief platform and wall one
Shaping.
4. composite cantilever formula retaining wall according to claim 3, it is characterised in that the relief platform ambient separation is provided with muscle
Material, the muscle timber-used is in the shock resistance for increasing the composite cantilever formula retaining wall.
5. composite cantilever formula retaining wall according to claim 4, it is characterised in that the muscle material is 8mm reinforcing bar.
6. composite cantilever formula retaining wall according to claim 5, it is characterised in that be additionally provided with osculum on the wall.
7. composite cantilever formula retaining wall according to claim 6, it is characterised in that the wall, toe of wall, wall heel, perfusion
Stake, counterfort and relief platform are reinforced concrete structure.
8. the composite cantilever formula retaining wall according to any one of claim 1 to 7, it is characterised in that described to be fixedly connected as
Pour connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720177998.1U CN206521766U (en) | 2017-02-27 | 2017-02-27 | A kind of composite cantilever formula retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720177998.1U CN206521766U (en) | 2017-02-27 | 2017-02-27 | A kind of composite cantilever formula retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206521766U true CN206521766U (en) | 2017-09-26 |
Family
ID=59892048
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720177998.1U Expired - Fee Related CN206521766U (en) | 2017-02-27 | 2017-02-27 | A kind of composite cantilever formula retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206521766U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108104157A (en) * | 2018-01-26 | 2018-06-01 | 佛山科学技术学院 | A kind of T-shaped retaining wall |
| CN108343084A (en) * | 2018-04-04 | 2018-07-31 | 广东盖特奇新材料科技有限公司 | A kind of preparation method of assembled ecological permeable concrete retaining wall and its wall |
| CN108797636A (en) * | 2018-09-06 | 2018-11-13 | 中铁二院北方勘察设计有限责任公司 | A kind of upper font retaining wall structure and its construction method |
| CN110241847A (en) * | 2018-03-09 | 2019-09-17 | 韦随庆 | It is a kind of ecology cantilevered and buttress type assemble retaining wall |
| CN115075306A (en) * | 2022-07-05 | 2022-09-20 | 四川省交通运输发展战略和规划科学研究院 | Partition wall structure for protecting building safety in normal fault and construction method thereof |
-
2017
- 2017-02-27 CN CN201720177998.1U patent/CN206521766U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108104157A (en) * | 2018-01-26 | 2018-06-01 | 佛山科学技术学院 | A kind of T-shaped retaining wall |
| CN110241847A (en) * | 2018-03-09 | 2019-09-17 | 韦随庆 | It is a kind of ecology cantilevered and buttress type assemble retaining wall |
| CN108343084A (en) * | 2018-04-04 | 2018-07-31 | 广东盖特奇新材料科技有限公司 | A kind of preparation method of assembled ecological permeable concrete retaining wall and its wall |
| CN108797636A (en) * | 2018-09-06 | 2018-11-13 | 中铁二院北方勘察设计有限责任公司 | A kind of upper font retaining wall structure and its construction method |
| CN115075306A (en) * | 2022-07-05 | 2022-09-20 | 四川省交通运输发展战略和规划科学研究院 | Partition wall structure for protecting building safety in normal fault and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206521766U (en) | A kind of composite cantilever formula retaining wall | |
| CN106049512A (en) | Design and calculation method for double-row pile foundation-bearing platform-retaining wall combined supporting and retaining structure | |
| CN101565949A (en) | Forming method of large shallow foundation pit with soft soil foundation | |
| CN210684667U (en) | Anti-seismic concrete composite foundation pile | |
| CN206173970U (en) | Counterfort off -load type campshed retaining structure | |
| CN206418516U (en) | A kind of combined embedded footing on piles, low capped pile foundation plinth | |
| CN202170498U (en) | Reinforced concrete pile dike | |
| CN102454171A (en) | Reinforced earth retaining wall | |
| CN206635793U (en) | A kind of good building lot of anti seismic efficiency | |
| CN103397628A (en) | Horizontal-bearing steel pipe pile with wing plates at top | |
| CN216765965U (en) | Back-to-back type reinforced concrete retaining structure | |
| CN207017301U (en) | A kind of retaining wall structure | |
| CN210151769U (en) | Pile foundation structure for building engineering | |
| CN214143257U (en) | Bridge pier | |
| CN210507518U (en) | Inclined empty box retaining wall | |
| CN108005092A (en) | It is a kind of to be used for the multiple green safety device of slope surface and its method | |
| CN208701738U (en) | A kind of solid reinforcement combination of rigidity and flexibility ecology retaining wall | |
| KR20090096238A (en) | Complex retainaing wall | |
| CN213015513U (en) | House antidetonation stone wall reinforced structure | |
| CN207392224U (en) | A kind of architectural engineering piling strtucture of service life length | |
| CN208685646U (en) | A kind of building foundation structure | |
| CN207672592U (en) | Sinking space basis structure in skyscraper room | |
| CN206607595U (en) | A kind of T-shaped pattern foundation pit supporting structure | |
| CN209723695U (en) | Set building club-footed pile strip footing straining beam and set building | |
| CN206887977U (en) | A kind of caisset for also serving as harbour and breakwater |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170926 Termination date: 20180227 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |