CN207314374U - A kind of prefabricated assembled retaining wall - Google Patents
A kind of prefabricated assembled retaining wall Download PDFInfo
- Publication number
- CN207314374U CN207314374U CN201721376162.0U CN201721376162U CN207314374U CN 207314374 U CN207314374 U CN 207314374U CN 201721376162 U CN201721376162 U CN 201721376162U CN 207314374 U CN207314374 U CN 207314374U
- Authority
- CN
- China
- Prior art keywords
- web
- tenon
- retaining wall
- crossbeam
- mortise
- 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
- 239000011229 interlayer Substances 0.000 claims abstract description 29
- 239000000463 material Substances 0.000 claims abstract description 10
- 239000010410 layer Substances 0.000 claims abstract description 9
- 239000000945 filler Substances 0.000 claims abstract description 4
- 238000003780 insertion Methods 0.000 claims description 11
- 230000037431 insertion Effects 0.000 claims description 11
- 238000009434 installation Methods 0.000 claims description 5
- 239000004567 concrete Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 6
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 10
- 239000002689 soil Substances 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Retaining Walls (AREA)
Abstract
The utility model discloses a kind of prefabricated assembled retaining wall, overall retaining wall is that a cross section is trapezoidal for up-narrow and down-wide straight flange, and is made of multilayer；Every layer is assembled by interlayer board, web, crossbeam and connection plate, and forms multiple hollow babinets, and installs filler material additional in babinet；Interlayer board, web, crossbeam and the connection plate is connected using mortise with tenon each other.The utility model is simple in structure, and each component can carry out industrialized production using pre-formed, and short construction period is efficient, securely and reliably, and it is handsome in appearance.
Description
Technical field
It the utility model is related to highway engineering field, and in particular to a kind of prefabricated assembled retaining wall.
Background technology
Retaining wall is one of structure of highway engineering field key, is to hold in Roadbed Soil or the hillside soil body to prevent the soil body from becoming
The structure of shape unstability.The structure type of retaining wall mainly has Gravity Retaining Wall, anchor rod type barricade, counterfort wall, peg board formula
Barricade etc..
It is in place of the shortcomings of the prior art：Gravity retaining wall quantity of masonry is big, consumptive material is more, uneconomical, to ground
Requirement for bearing capacity it is high；Tie rod anchored retaining wall is used for the reinforcing of the poor cut slope of side slope soil condition, is fitted in other sections
It is small with property, it is uneconomical；Counterfort wall simple structure, it is easy for construction, but a certain number of steel and cement need to be consumed, particularly
When wall is high larger, rolled steel dosage sharply increases, and influences its economic performance；Peg board formula barricade is used for the soil property excavation side for uprightly cutting slope
Slope, but it is complicated to construct, it is long in time limit, it is less economical.
Utility model content
In view of the deficiencies of the prior art, the utility model aim is to provide a kind of prefabricated assembled retaining wall, the letter of its structure
Singly, each component uses pre-formed, can carry out industrialized production, and short construction period is efficient, and securely and reliably.
In order to achieve the above object, the utility model is achieved by the following technical programs：
A kind of prefabricated assembled retaining wall, it is characterised in that：Overall retaining wall is a cross section to be up-narrow and down-wide straight
Side is trapezoidal, and is made of multilayer；During every layer is assembled by interlayer board, web, crossbeam and connection plate, and formation is multiple
Empty babinet, and install filler material additional in babinet；Interlayer board, web, crossbeam and the connection plate uses mortise each other
It is connected with tenon.
The feature of the utility model is also residing in：
The interlayer board is equipped with mortise, and mortise insertion corresponding with the tenon of web, crossbeam and connection plate connects.
Three side of web is equipped with tenon, and another side is equipped with fluting, the tenon and the mortise of crossbeam that three side of web is equipped with
Corresponding insertion connects, installation connection plate in the adsternal fluting of two-phase.
The crossbeam, the mortise that its transverse ends is equipped with are connected with the tenon that web is equipped with, what its upper and lower ends was equipped with
The mortise insertion that tenon is equipped with interlayer board connects.
The connection plate, its four side are equipped with tenon, in the slide opening of horizontal tenon insertion adjacent web, vertical tenon with
The mortise insertion connection that interlayer board is equipped with.
The interlayer board, web, crossbeam and to connect the material of plate be armored concrete, and it is pre-formed.
Compared with prior art, beneficial effects of the present invention are embodied in：
1st, the utility model is simple in structure, and each component can carry out industrialized production using pre-formed.
2nd, each component of the utility model is connected using mortise with tenon each other, and short construction period is efficient, safely may be used
Lean on, and it is handsome in appearance.
3rd, largely discarded earth and stone material can be filled in the hollow box body of the utility model, material can be saved, reduce cost.
4th, the utility model is compared with the reinforced concrete retaining wall of existing use, and construction efficiency improves 1.2 times, into this section
About 20%-25%.
Brief description of the drawings
Fig. 1 is the utility model structure diagram；
Fig. 2 is upper end interlayer board schematic diagram；
Fig. 3 is lower end interlayer board schematic diagram；
Fig. 4 is upper end floor beam schematic diagram；
Fig. 5 is lower end floor beam schematic diagram；
Fig. 6 is web with being connected plate scheme of installation.
Figure label：1- interlayer boards, 2- crossbeams, 3- webs, 4- connection plates.
Embodiment
It is new below in conjunction with this practicality to make the purpose, technical scheme and advantage of the utility model embodiment clearer
Attached drawing in type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that is retouched
The embodiment stated is the utility model part of the embodiment, instead of all the embodiments.Based on the implementation in the utility model
Example, those of ordinary skill in the art's all other embodiments obtained without creative efforts, belongs to
The scope of the utility model protection.
Embodiment：
The present embodiment is a kind of Road Retaining Walls, and referring to Fig. 1, Fig. 1 is the utility model structure diagram.
A kind of prefabricated assembled retaining wall of the utility model, its feature are：Overall retaining wall is that a cross section is
Up-narrow and down-wide straight flange is trapezoidal, and is made of multilayer；Every layer is assembled by interlayer board 1, web 3, crossbeam 2 and connection plate 4
Form, and form multiple hollow babinets, and install filler material additional in babinet；Interlayer board 1, web 3, crossbeam 2 and the company
Plugboard 4 is connected using mortise with tenon each other.
The characteristics of the utility model, is also residing in：
The interlayer board 1 is equipped with mortise, and mortise insertion corresponding with the tenon of web 3, crossbeam 2 and connection plate 4 connects.
3 three side of web is equipped with tenon, and another side is equipped with fluting, the fourth of the twelve Earthly Branches of the tenon that 3 three side of web is equipped with and crossbeam 2
The corresponding insertion of eye connects, installation connection plate 4 in the fluting of two adjacent webs 3.
The crossbeam 2, the mortise that its transverse ends is equipped with are connected with the tenon that web 3 is equipped with, its upper and lower ends is equipped with
The mortise insertion that is equipped with of tenon and interlayer board 1 connect.
The connection plate 4, its four side are equipped with tenon, and horizontal tenon is inserted into the slide opening of adjacent web 3, vertical tenon
It is inserted into and connects with the mortise that interlayer board 1 is equipped with.
The interlayer board 1, web 3, crossbeam 2 and to connect the material of plate 4 be armored concrete, and it is pre-formed.
It should be noted that：Because overall retaining wall is that a cross section is trapezoidal for up-narrow and down-wide straight flange, and is by more
Layer composition, so every layer of interlayer board 1 and the width of crossbeam 2 are different, and the quantity of mortise therein and tenon
It is different；For interlayer board 1 referring to Fig. 2 and Fig. 3, Fig. 2 is upper end interlayer board schematic diagram, and Fig. 3 is lower end interlayer board schematic diagram；It is horizontal
For beam 2 referring to Fig. 4 and Fig. 5, Fig. 4 is upper end floor beam schematic diagram, and Fig. 5 is lower end floor beam schematic diagram.
The construction method of the present embodiment is：First assembly bottom interlayer board 1, then assembled crossbeam 2 and web 3, then installation connect
Plugboard 4；Install layer by layer from lower to upper, after installing one layer, filling building stones or soil compaction in babinet, then upper strata interlayer is installed
Plate 1.
Claims (6)
- A kind of 1. prefabricated assembled retaining wall, it is characterised in that：Overall retaining wall is that a cross section is up-narrow and down-wide straight flange It is trapezoidal, and be made of multilayer；Every layer by interlayer board（1）, web（3）, crossbeam（2）With connection plate（4）Assemble, and Multiple hollow babinets are formed, and install filler material additional in babinet；The interlayer board（1）, web（3）, crossbeam（2）And connection Plate（4）It is connected each other using mortise with tenon.
- A kind of 2. prefabricated assembled retaining wall according to claim 1, it is characterised in that：The interlayer board（1）It is equipped with Mortise, mortise and web（3）, crossbeam（2）With connection plate（4）Tenon correspond to insertion connection.
- A kind of 3. prefabricated assembled retaining wall according to claim 1, it is characterised in that：The web（3）Three sides are set There is tenon, another side is equipped with fluting, web（3）The tenon and crossbeam that three sides are equipped with（2）Mortise correspond to insertion connection, two is adjacent Web（3）Fluting in installation connection plate（4）.
- A kind of 4. prefabricated assembled retaining wall according to claim 1, it is characterised in that：The crossbeam（2）, its transverse direction The mortise and web that both ends are equipped with（3）The tenon connection being equipped with, the tenon and interlayer board that its upper and lower ends is equipped with（1）The fourth of the twelve Earthly Branches being equipped with Eye insertion connection.
- A kind of 5. prefabricated assembled retaining wall according to claim 1, it is characterised in that：The connection plate（4）, its Four sides are equipped with tenon, and horizontal tenon is inserted into adjacent web（3）Slide opening in, vertical tenon and interlayer board（1）The mortise being equipped with is inserted Enter connection.
- A kind of 6. prefabricated assembled retaining wall according to claim 1, it is characterised in that：The interlayer board（1）, web （3）, crossbeam（2）With connection plate（4）Material be armored concrete, it is and pre-formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721376162.0U CN207314374U (en) | 2017-10-24 | 2017-10-24 | A kind of prefabricated assembled retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721376162.0U CN207314374U (en) | 2017-10-24 | 2017-10-24 | A kind of prefabricated assembled retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207314374U true CN207314374U (en) | 2018-05-04 |
Family
ID=62382411
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721376162.0U Expired - Fee Related CN207314374U (en) | 2017-10-24 | 2017-10-24 | A kind of prefabricated assembled retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207314374U (en) |
-
2017
- 2017-10-24 CN CN201721376162.0U patent/CN207314374U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20220725 Address after: 610200 China (Sichuan) pilot Free Trade Zone, Chengdu, Sichuan Province No. 1, Shuangxing Avenue, Huangjia street, Southwest Airport Economic Development Zone, Shuangliu District, Chengdu Patentee after: Sichuan tianshe Transportation Technology Co.,Ltd. Address before: No. 180, Xiangzhang Avenue, high tech Zone, Hefei City, Anhui Province, 230088 Patentee before: ANHUI TRANSPORT CONSULTING & DESIGN INSTITUTE Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180504 |