CN202265797U - Concrete retaining wall of waterfront revetment - Google Patents
Concrete retaining wall of waterfront revetment Download PDFInfo
- Publication number
- CN202265797U CN202265797U CN2011203531023U CN201120353102U CN202265797U CN 202265797 U CN202265797 U CN 202265797U CN 2011203531023 U CN2011203531023 U CN 2011203531023U CN 201120353102 U CN201120353102 U CN 201120353102U CN 202265797 U CN202265797 U CN 202265797U
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- concrete
- wall
- shore
- retaining wall
- barricade
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Abstract
The utility model relates to a concrete retaining wall of a waterfront revetment, which is formed by supporting templates and placing concrete. The adopted templates are steel templates which can be removed after use. The retaining wall comprises a retaining wall main body and a retaining base, the retaining wall main body and the retaining wall base are anchored through a plurality of reinforced steel bars, a plurality of horizontally extending tie reinforced steel bars are arranged at the upper part and the lower part of the concrete structure between the wall back and the wall surface, and adjacent steel templates are connected and fixed through connecting reinforced steel bars. In the concrete retaining wall, the steel templates are used for replacing wood templates and can be recycled, the resource is saved, the adjustment of perpendicularity, evenness and radian can be carried out conveniently, and the construction efficiency is improved. Zoological concrete is used for placing, not only can the action of a high-strength reinforcing dam be exerted, but also the actions of purifying water quality and protecting the ecological system are exerted due to porosity and good air and water permeability. With the arrangement of tie reinforced steel bars and a steel wire mesh, the strength of the retaining wall is greatly enhanced.
Description
Technical field
The utility model relates to a kind of concrete guard wall, particularly a kind of concrete guard wall that is applicable to shore water barge bank.
Background technology
Barricade is a kind ofly to prevent to banket or the structure of soil deformation unstability.Traditional barricade that is used for the waterside is generally the barricade that adopts the cast of wooden form formwork, and template can not reuse, and material is relatively wasted on the one hand, and efficiency of construction is not high on the other hand.
The utility model content
In order to solve the problems of the technologies described above, the utility model provides the concrete guard wall of a kind of shore water barge bank, and the template that adopts can reuse, and it is more convenient to construct, and efficient is higher.
The main technical schemes that the utility model adopted is:
The concrete guard wall of a kind of shore water barge bank, the formwork fluid concrete is processed, the template that adopts for can be enough the steel form removed of back, and the supreme step pouring of serving as reasons down, hardening forms.
The concrete guard wall of said shore water barge bank can comprise barricade body and barricade basis, between said barricade body and the barricade basis through many reinforcing bar anchorings.
The upper and lower reinforcing bar that sockets that is provided with many horizontal directions extensions in the wall back of the body of said barricade body and the concrete structure between the metope.
The said wall back of the body is vertical, and metope is tiltedly faced upward, and said barricade body has the overhanging bottom platform of both direction level forwards, backwards, is chamfered transition between the said wall back of the body and bottom platform.
Said concrete is preferably eco-concrete.
Pass through connecting reinforcement connection and fixing between the adjacent said steel form.
The beneficial effect of the utility model is:
(1) replaces wooden form with steel form, can recycle, practiced thrift resource;
(2) adopt eco-concrete, except can playing high-strength bank protection effect, also because himself porosity and high ventilation water permeability play the effect that purifies water, protects the ecosystem;
(3) socket reinforcing bar owing to being provided with, improved the intensity of barricade greatly;
(4) connect through connecting reinforcement between the adjacent said steel form and fixing, make verticality, planeness and the radian of body of wall be easy to adjustment.
Description of drawings
Fig. 1 is the section structure sketch map of a kind of embodiment of the utility model.
The specific embodiment
As shown in Figure 1, the utility model provides the concrete guard wall of a kind of shore water barge bank, adopts the formwork fluid concrete to process, the steel form 1 that the template that is adopted is removed for the enough backs of ability.Serve as reasons down supreme step pouring, sclerosis of said concrete guard wall forms, and its structure comprises the basic two parts of barricade body and barricade.Said steel form can adopt turnbuckle and typing reinforcing bar drag hook that verticality, planeness and the radian of template are adjusted when mounted; Can remove and recycle with the said steel form in back; Than adopting wooden form; Adjust conveniently, efficiency of construction is greatly improved, and has also avoided the disposable waste of material simultaneously.
Said barricade basis also is a concrete structure; Between said barricade body and the barricade basis through many reinforcing bar anchorings; When building the barricade basis; The preferred reinforcing bar leftover bits and pieces (promptly aforesaid " many reinforcing bars ") that adopts is as earth anchor, to guarantee the outside extension of bottom template when the concreting, also saved material.In practical operation, can use the wood chip piece to finely tune.
The upper and lower reinforcing bar that sockets that is provided with many horizontal directions extensions in the wall back of the body of said barricade body and the concrete structure between the metope; Socket reach outside the two ends of reinforcing bar with the said wall back of the body and the corresponding steel form of metope outside; And steel form outer a plurality of said end that sockets reinforcing bar in the same side is fixed together, and sockets reinforcing bar and plays the effect of reinforcing steel form, after the hardening of concrete; The said reinforcing bar that sockets is cemented in the concrete structure, can effectively improve the intensity of said concrete guard wall.
For producing balanced forces, the said vertical distance that sockets reinforcing bar adjacent on the vertical direction is reduced successively, from top to bottom as being followed successively by 670mm, 450mm, 300mm from top to bottom.
Preferably, the said wall back of the body is vertical, and metope is tiltedly faced upward, and said barricade body has the overhanging bottom platform of both direction level forwards, backwards, is chamfered transition between the said wall back of the body and bottom platform.Said bottom platform can effectively reduce basic stress and increase stability against overturning.
Because the utility model is mainly used in the revetment protection of Bin Shui; Consideration from the ecological exchange and the ecological homeostasis; Said concrete is preferably eco-concrete, and this kind concrete is except can playing high-strength bank protection effect, also because himself porosity and high ventilation water permeability; Really play purifying water, the effect of the protection ecosystem.
Can be between the adjacent said steel form through connecting reinforcement 2 connections and fixing.The diameter of used connecting reinforcement is selected for use according to the actual loading situation.In the present embodiment; The diameter that connects the said connecting reinforcement of the said wall back of the body, metope place steel form is preferably the reinforcing bar that diameter is 18mm, should be greater than the diameter (the preferred employing directly is the reinforcing bar of 12mm) of the said connecting reinforcement that connects wall top and said bottom platform place steel form.
In order further to improve the intensity of barricade, can also be fixed with some gauze wire cloths in the said barricade, gauze wire cloth with said socket reinforcing bar and concrete be consolidated into as a whole, said gauze wire cloth and socket the steel frame that reinforcing bar becomes said barricade.
When carrying out the construction of the utility model; Elder generation's excavation slope and the smooth Bin Shui ground that goes out to pre-set said barricade, formwork are built and are built said barricade, treat to remove steel form after the hardening of concrete; Carry on the back a side backfill to wall then, the said wall back of the body is fitted tightly with slight slope.
Claims (9)
1. the concrete guard wall of a shore water barge bank, the formwork fluid concrete is processed, it is characterized in that the steel form of the template that adopts for can enough backs removing.
2. the concrete guard wall of shore as claimed in claim 1 water barge bank, it is characterized in that comprising barricade body and barricade the basis, between said barricade body and the barricade basis through many reinforcing bar anchorings.
3. the concrete guard wall of shore as claimed in claim 2 water barge bank is characterized in that upper and lowerly in the wall back of the body and the concrete structure between the metope of said barricade body being provided with the reinforcing bar that sockets that many horizontal directions extend.
4. the concrete guard wall of shore as claimed in claim 3 water barge bank is characterized in that the said vertical distance that sockets reinforcing bar adjacent on the vertical direction reduces successively from top to bottom.
5. the concrete guard wall of shore as claimed in claim 4 water barge bank is characterized in that the said wall back of the body is vertical, and metope is tiltedly faced upward, and said barricade body has the overhanging bottom platform of both direction level forwards, backwards, is chamfered transition between the said wall back of the body and bottom platform.
6. like the concrete guard wall of claim 1,2,3,4 or 5 described shore water barge banks, it is characterized in that said concrete is an eco-concrete.
7. the concrete guard wall of shore as claimed in claim 6 water barge bank is characterized in that connecting through connecting reinforcement between the adjacent said steel form and fixing.
8. the concrete guard wall of shore as claimed in claim 7 water barge bank, the diameter of said connecting reinforcement that it is characterized in that connecting the said wall back of the body, metope place steel form is greater than the diameter of the said connecting reinforcement that connects wall top and said bottom platform place steel form.
9. the concrete guard wall of shore as claimed in claim 8 water barge bank is characterized in that its inside is consolidated with some gauze wire cloths.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203531023U CN202265797U (en) | 2011-09-20 | 2011-09-20 | Concrete retaining wall of waterfront revetment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203531023U CN202265797U (en) | 2011-09-20 | 2011-09-20 | Concrete retaining wall of waterfront revetment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202265797U true CN202265797U (en) | 2012-06-06 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011203531023U Expired - Lifetime CN202265797U (en) | 2011-09-20 | 2011-09-20 | Concrete retaining wall of waterfront revetment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202265797U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102776865A (en) * | 2012-07-12 | 2012-11-14 | 江苏省交通工程集团有限公司 | Revetment wall construction movable mould frame and revetment wall construction method |
| CN105178244A (en) * | 2015-08-05 | 2015-12-23 | 中国水利水电第七工程局有限公司 | Quick formwork erecting construction method for cast-in-place wave wall |
| CN108316237A (en) * | 2018-01-26 | 2018-07-24 | 南京珍珠泉园林建设有限公司 | Revetment barricade |
| CN108570964A (en) * | 2018-05-10 | 2018-09-25 | 浙江华东工程建设管理有限公司 | A kind of Ecological Retaining Wall and construction method based on bank slope supporting |
| CN110984218A (en) * | 2019-12-30 | 2020-04-10 | 北京中景橙石科技股份有限公司 | Construction process for one-time pouring of decorative concrete retaining wall in wading |
| CN114575375A (en) * | 2022-02-14 | 2022-06-03 | 中铁五局集团机械化工程有限责任公司 | Gravity type retaining wall construction method and gravity type retaining wall |
-
2011
- 2011-09-20 CN CN2011203531023U patent/CN202265797U/en not_active Expired - Lifetime
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102776865A (en) * | 2012-07-12 | 2012-11-14 | 江苏省交通工程集团有限公司 | Revetment wall construction movable mould frame and revetment wall construction method |
| CN105178244A (en) * | 2015-08-05 | 2015-12-23 | 中国水利水电第七工程局有限公司 | Quick formwork erecting construction method for cast-in-place wave wall |
| CN108316237A (en) * | 2018-01-26 | 2018-07-24 | 南京珍珠泉园林建设有限公司 | Revetment barricade |
| CN108316237B (en) * | 2018-01-26 | 2020-02-14 | 南京珍珠泉园林建设有限公司 | Revetment retaining wall |
| CN108570964A (en) * | 2018-05-10 | 2018-09-25 | 浙江华东工程建设管理有限公司 | A kind of Ecological Retaining Wall and construction method based on bank slope supporting |
| CN108570964B (en) * | 2018-05-10 | 2019-01-15 | 浙江华东工程建设管理有限公司 | A kind of Ecological Retaining Wall and construction method based on bank slope supporting |
| CN109610407A (en) * | 2018-05-10 | 2019-04-12 | 浙江华东工程建设管理有限公司 | It is a kind of based on dead-weight balanced landslide-proofing Ecological Retaining Wall |
| CN109610407B (en) * | 2018-05-10 | 2020-09-22 | 浙江华东工程建设管理有限公司 | Ecological barricade of landslide prevention based on dead weight is balanced |
| CN110984218A (en) * | 2019-12-30 | 2020-04-10 | 北京中景橙石科技股份有限公司 | Construction process for one-time pouring of decorative concrete retaining wall in wading |
| CN114575375A (en) * | 2022-02-14 | 2022-06-03 | 中铁五局集团机械化工程有限责任公司 | Gravity type retaining wall construction method and gravity type retaining wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent for invention or patent application | ||
| C56 | Change in the name or address of the patentee |
Owner name: BEIJING ZHENGHE HENGJI WATERFRONT ECOLOGICAL ENVIR Free format text: FORMER NAME: BEIJING ZHENGHE HENGJI WATERFRONT ECOLOGICAL ENVIRONMENTAL TREATMENT CO., LTD. |
|
| CB03 | Change of inventor or designer information |
Inventor after: Me Chunhua Inventor after: Wu Yaming Inventor after: Feng Junyi Inventor after: Liao Haiyong Inventor before: Me Chunhua Inventor before: Wu Yaming Inventor before: Feng Junyi Inventor before: Liao Haiyong |
|
| CP03 | Change of name, title or address |
Address after: 100084 Beijing Road, Zhongguancun, Tsinghua Science and Technology Park, No. 1, science and technology building, block B, layer 21, layer Patentee after: Beijing Zhenghe Hengji Binshui Ecology Environmental Management Co., Ltd. Address before: 100094, Beijing, Yongfeng Haidian District industrial base, No. 3 North Wing Road, block A, room 314, room 3 Patentee before: Beijing Zhenghe Hengjibin Aquatic Ecosystem Environment Control Co.,Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120606 |