CN206204986U - A kind of civil construction retaining wall structure - Google Patents
A kind of civil construction retaining wall structure Download PDFInfo
- Publication number
- CN206204986U CN206204986U CN201621096656.9U CN201621096656U CN206204986U CN 206204986 U CN206204986 U CN 206204986U CN 201621096656 U CN201621096656 U CN 201621096656U CN 206204986 U CN206204986 U CN 206204986U
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- CN
- China
- Prior art keywords
- wall
- base portion
- retaining wall
- civil construction
- soil horizon
- 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
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Abstract
The utility model discloses a kind of civil construction retaining wall structure, including wall, the bottom surface of the wall is provided with wall base portion, supporting plate is installed between wall base portion and wall, and the bottom surface middle position in wall base portion is provided with taper preburying part, the wall and wall base portion are internally provided with T-steel gusset, it is soil horizon and vegetable layer to be set gradually in wall left surface right-to-left, the wall right flank is provided with two row limbers, left-hand end in limbers is connected with drainpipe, and the left-hand end of drainpipe runs through wall and T-steel gusset and extends to inside soil horizon.The civil construction retaining wall structure, by setting vegetable layer and soil horizon, the root system of plant can absorb moisture, avoid the internal structure of moisture damage retaining wall, improve the structural stability of retaining wall, taper preburying part is set, and tapered tip portion down, makes workman that pre-buried positioning is carried out to retaining wall more convenient.
Description
Technical field
The utility model is related to Architectural Equipment technical field, specially a kind of civil construction retaining wall structure.
Background technology
Retaining wall refer to it is a kind of can support Roadbed Soil or the hillside soil body, prevent from banketing or soil deformation unstability knot
Structure.Can be divided into barnacle gravity type, barnacle constant weight formula, reinforced earth gravity type, the gravity type of concrete half, reinforced concrete by design feature
Native cantilevered and help arm-type, anchor rod type and board-like, the vertical prestressing anchor rod type of grappling etc..Traditional retaining wall is mainly by reinforcing bar
Carry out the stability of supporting construction, this supporting construction mechanical strength is still inadequate, and easily receive raindrop erosion.
Utility model content
For problem above, the utility model provides a kind of civil construction retaining wall structure, using edaphophyte come
Improve the stability of structure, environmental protection and stability is high is difficult by raindrop erosion, high mechanical strength, so can effectively solve the back of the body
Problem in scape technology.
To achieve the above object, the utility model provides following technical scheme：A kind of civil construction retaining wall structure, bag
Wall is included, the bottom surface of the wall is provided with wall base portion, supporting plate, and wall base are provided between wall base portion and wall
The bottom surface middle position in portion is provided with taper preburying part, and the wall and wall base portion are internally provided with T-steel gusset,
It is soil horizon and vegetable layer that wall left surface right-to-left sets gradually, and the wall right flank is provided with two row limbers,
The left-hand end of limbers is connected with drainpipe, and the left-hand end of drainpipe runs through wall and T-steel gusset and extends to soil horizon
It is internal.
Used as a kind of preferred technical scheme of the utility model, the wall inside uses concreting.
Used as a kind of preferred technical scheme of the utility model, the plant of the vegetable layer plantation is set to vetiver.
As a kind of preferred technical scheme of the utility model, the distance between the wall base portion upper end adjacent shore plates
It is arranged between 1.0-1.5 meters.
Used as a kind of preferred technical scheme of the utility model, the thickness of the soil horizon is arranged between 0.6-0.8 meters.
Used as a kind of preferred technical scheme of the utility model, the T-steel gusset is set to rule mesh grating texture.
Compared with prior art, the beneficial effects of the utility model are：The civil construction retaining wall structure, by setting
Vegetable layer and soil horizon, the root system of plant can absorb moisture, it is to avoid the internal structure of moisture damage retaining wall, improve retaining wall
Structural stability, sets taper preburying part, and tapered tip portion down, makes workman that pre-buried positioning is carried out to retaining wall and more facilitates fast
Victory, has poured concrete inside wall, help to increase the stability of retaining wall, and T-steel gusset can strengthen the resistance energy of wall
Power.
Brief description of the drawings
Fig. 1 is the utility model overall structure diagram；
Fig. 2 is the utility model T-steel reinforcing plate structure schematic diagram.
In figure：1- walls；2- wall bases portion；3- supporting plates；4-T shaped steel gussets；5- taper preburying parts；6- limbers；7-
Drainpipe；8- soil horizons；9- vegetable layers.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of the utility model protection.
Embodiment：
Fig. 1 and Fig. 2 is referred to, the utility model provides a kind of technical scheme：A kind of civil construction retaining wall structure, bag
Wall 1 is included, the bottom surface of the wall 1 is provided with wall base portion 2, supporting plate 3, institute are provided between wall base portion 2 and wall 1
The distance between upper end adjacent shore plates 3 of wall base portion 2 are stated to be arranged between 1.0-1.5 meters, and in the middle of the bottom surface in wall base portion 2
Taper preburying part 5 is installed, the wall 1 and wall base portion 2 are internally provided with T-steel gusset 4, left in wall 1 at position
It is soil horizon 8 and vegetable layer 9 that side right-to-left sets gradually, and the inside of wall 1 uses concreting, the vegetable layer 9
The plant of plantation is set to vetiver, and the right flank of the wall 1 is provided with two row limbers 6, and the left-hand end in limbers 6 is connected
There is drainpipe 7, and the left-hand end of drainpipe 7 runs through wall 1 and T-steel gusset 4 and extends to inside soil horizon 8, the soil
The thickness of layer 8 is arranged between 0.6-0.8 meters, and the T-steel gusset 4 is set to rule mesh grating texture.
Operation principle of the present utility model：When using, because wall base portion 2 is provided with cone taper preburying part 5 directed downwardly,
Workman is more convenient and strength-saving when location and installation is carried out to retaining wall；The thickness of soil horizon 8 is arranged on 0.7 meter or so, therefore soil
Earth layer 8 has very strong water absorbing capacity, and rain-impact limbers 6 is utilized through drainpipe 7 by the plant absorption of soil horizon 8, effectively
Avoid damage of the rainwater to retaining wall internal structure；The plants of 9 kinds of vegetable layer plant are vetiver, vetiver be a kind of root system extremely
Flourishing plant, can effectively keep the stability of the structure of soil horizon 8；Concrete, and wall 1 and wall bottom have been poured inside wall 1
The inside of base portion 2 is additionally provided with T-steel gusset 4, can strengthen the mechanical strength and stability of the device.Wall 1 and wall base
Multiple supporting plates 3 are provided between portion 2, enable wall 1 to keep vertical direction steadily upright, it is to avoid wall collapses.
Preferred embodiment of the present utility model is the foregoing is only, is not used to limit the utility model, it is all at this
Any modification, equivalent and improvement made within the spirit and principle of utility model etc., should be included in the utility model
Protection domain within.
Claims (6)
1. a kind of civil construction retaining wall structure, including wall（1）, it is characterised in that：The wall（1）Bottom surface be provided with
Wall base portion（2）, in wall base portion（2）With wall（1）Between supporting plate is installed（3）, and wall base portion（2）Bottom surface in the middle of
Taper preburying part is installed at position（5）, the wall（1）With wall base portion（2）Be internally provided with T-steel gusset（4）,
Wall（1）It is soil horizon that left surface right-to-left sets gradually（8）And vegetable layer（9）, the wall（1）Right flank is provided with two
Row limbers（6）, in limbers（6）Left-hand end be connected with drainpipe（7）, and drainpipe（7）Left-hand end run through wall（1）
With T-steel gusset（4）And extend to soil horizon（8）It is internal.
2. a kind of civil construction retaining wall structure according to claim 1, it is characterised in that：The wall（1）It is internal
Using concreting.
3. a kind of civil construction retaining wall structure according to claim 1, it is characterised in that：The vegetable layer（9）Kind
The plant of plant is set to vetiver.
4. a kind of civil construction retaining wall structure according to claim 1, it is characterised in that：The wall base portion（2）
Upper end adjacent shore plates（3）The distance between be arranged between 1.0-1.5 meters.
5. a kind of civil construction retaining wall structure according to claim 1, it is characterised in that：The soil horizon（8）'s
Thickness is arranged between 0.6-0.8 meters.
6. a kind of civil construction retaining wall structure according to claim 1, it is characterised in that：The T-steel gusset（4）
It is set to rule mesh grating texture.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621096656.9U CN206204986U (en) | 2016-09-30 | 2016-09-30 | A kind of civil construction retaining wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621096656.9U CN206204986U (en) | 2016-09-30 | 2016-09-30 | A kind of civil construction retaining wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206204986U true CN206204986U (en) | 2017-05-31 |
Family
ID=58762657
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621096656.9U Expired - Fee Related CN206204986U (en) | 2016-09-30 | 2016-09-30 | A kind of civil construction retaining wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206204986U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059897A (en) * | 2017-06-22 | 2017-08-18 | 谢金钊 | The bank protection strenthening member of anti-collapse and protective slope structure |
| CN108104157A (en) * | 2018-01-26 | 2018-06-01 | 佛山科学技术学院 | A kind of T-shaped retaining wall |
| CN108331012A (en) * | 2018-03-12 | 2018-07-27 | 中国建筑第二工程局有限公司 | Retaining wall structure for civil construction and construction method thereof |
| CN108978703A (en) * | 2018-07-31 | 2018-12-11 | 中国十七冶集团有限公司 | A kind of retaining wall structure improving stress performance |
| CN109853612A (en) * | 2019-03-14 | 2019-06-07 | 沈阳建筑大学 | Highway planting retaining wall and attaching method thereof |
-
2016
- 2016-09-30 CN CN201621096656.9U patent/CN206204986U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059897A (en) * | 2017-06-22 | 2017-08-18 | 谢金钊 | The bank protection strenthening member of anti-collapse and protective slope structure |
| CN108104157A (en) * | 2018-01-26 | 2018-06-01 | 佛山科学技术学院 | A kind of T-shaped retaining wall |
| CN108331012A (en) * | 2018-03-12 | 2018-07-27 | 中国建筑第二工程局有限公司 | Retaining wall structure for civil construction and construction method thereof |
| CN108331012B (en) * | 2018-03-12 | 2023-07-25 | 中国建筑第二工程局有限公司 | Retaining wall structure for civil construction and construction method thereof |
| CN108978703A (en) * | 2018-07-31 | 2018-12-11 | 中国十七冶集团有限公司 | A kind of retaining wall structure improving stress performance |
| CN109853612A (en) * | 2019-03-14 | 2019-06-07 | 沈阳建筑大学 | Highway planting retaining wall and attaching method thereof |
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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: 20170531 Termination date: 20170930 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |