CN206143806U - Novel prefabricated assembled retaining wall - Google Patents
Novel prefabricated assembled retaining wall Download PDFInfo
- Publication number
- CN206143806U CN206143806U CN201621201115.8U CN201621201115U CN206143806U CN 206143806 U CN206143806 U CN 206143806U CN 201621201115 U CN201621201115 U CN 201621201115U CN 206143806 U CN206143806 U CN 206143806U
- Authority
- CN
- China
- Prior art keywords
- retaining wall
- unlike pavers
- prefabricated assembled
- wall piece
- pavers
- 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 novel prefabricated assembled retaining wall, belong to the foundation engineering field, novel prefabricated retaining wall comprises retaining wall piece and reinforcing bar, the retaining wall piece includes rebar holes, it is protruding, the recess, semi -circular outlet, rebar holes sets up four edges at the retaining wall piece, the protruding setting at retaining wall piece upper surface, the recess sets up in retaining wall piece lower surface edge, the arch is in can the disect insertion recess, the side middle part is equipped with semi -circular outlet along front and back width direction about the retaining wall piece, the retaining wall piece passes through fissure of displacement overlap joint and constitutes the retaining wall. This practical novel prefabricated assembled retaining wall can be at interplant prefabricated profiled, and directly build by laying bricks or stones at the scene of transporting, and easy to operate is functional, and the construction is nimble, and area is little, has shortened construction period, and the security that has improved the construction operation.
Description
Technical field
This utility model is a kind of new prefabricated assembled retaining wall, with preventing during slope construction because of landslide
The effect of the potential safety hazard for causing, is a kind of slope retaining device, belongs to foundation engineering field.
Background technology
The retaining wall used in current work progress, the material of employing is mainly brick, block stone, plain concrete, reinforcing bar to be mixed
Solidifying soil, is constructed by way of cast in situs.The construction material consumption of wherein retaining wall is big, artificial many, maintenance cost
It is low that efficiency is built in high, construction by laying bricks or stones, and rubble retaining wall volume is big, apply man-hour requirement manually builds by laying bricks or stones at the scene, and uses these materials
The constituted retaining wall bad hydraulic permeability of material, body of wall are easily snapped off, and job site is affected greatly, to easily cause by outside climatic change
Pollution to Ecological environment, air and water.In addition, having strict demand in some narrow job sites and to noise, vibration
Where can not build at any time；Remove difficult, material is not available for secondary recovery utilization
Therefore, in order to solve above-mentioned problem encountered, being badly in need of searching one kind can be pre-formed in factory, it is possible to increase
The making intensity of retaining wall and quality, construction is flexible, and floor space is little, shortens the construction period, can carry out secondary recovery utilization
Retaining wall.
Utility model content
In order to overcome existing retaining wall to construct at the scene the problem of deficiency, this utility model provides a kind of new prefabricated dress
With formula retaining wall, existing retaining wall can be solved the problems, such as, increase the scope of application of retaining wall, so as to improve retaining wall
Practicality.
This utility model solves the technical scheme that its technical problem adopted：New prefabricated assembled retaining wall is by keeping off
Cob wall block and reinforcing bar are constituted, and unlike pavers include reinforced hole, projection, groove, semicircle spilled water hole, it is characterised in that：Reinforced hole
It is arranged on around four corners of unlike pavers, projection is arranged on unlike pavers upper surface, groove is arranged on unlike pavers following table
Face edge, projection is directly inserted in groove, and semicircle spilled water hole is arranged on unlike pavers left and right side middle part before and after
Width arranges that retaining wall is combined by way of the unlike pavers fissure of displacement is overlapped.
As improvement, a reinforced hole is each provided with around four edges of the unlike pavers, reinforced hole runs through
The height of whole retaining wall.
Used as improvement, described unlike pavers upper surface middle part is provided with projection, and groove is provided with lower surface edge, and projection can
It is embedded in groove with diameter.
Used as improvement, described unlike pavers left and right side middle part is respectively equipped with semicircle spilled water hole, is on opposite sides
It is symmetrical.
Used as improvement, described retaining wall is combined by way of the unlike pavers fissure of displacement is overlapped.
The beneficial effects of the utility model are：New prefabricated assembled retaining wall is to build by laying bricks or stones to form by unlike pavers, when
When retaining wall load is larger, reinforcing bar should be inserted in reinforced hole and be reinforced, drainage performance is good, simple to operate, be saved
Duration, and when retaining wall is removed, the unlike pavers of dismounting can be recycled again, can save engineering cost.
Description of the drawings
Fig. 1 is a kind of new prefabricated assembled retaining wall schematic diagram.
Fig. 2 is a kind of new prefabricated assembled unlike pavers schematic diagram.
Fig. 3 is a kind of new prefabricated assembled retaining wall front view.
Description of reference numerals：
（1）Unlike pavers；（2）Reinforced hole；（3）It is raised；（4）Groove；（5）Semicircle spilled water hole；（6）Reinforcing bar；（7）Gear soil
Wall.
Specific embodiment
In Fig. 1, a kind of new prefabricated assembled retaining wall, by unlike pavers（1）And reinforcing bar（6）Composition, unlike pavers（1）
Including reinforced hole（2）, it is raised（3）, groove（4）, semicircle spilled water hole（5）, reinforced hole（2）It is arranged on unlike pavers（1）Four
Individual edge, it is raised（3）It is arranged on unlike pavers（1）Upper surface, groove（4）It is arranged on unlike pavers（1）At lower surface edge,
It is raised（3）It is directly inserted into groove（4）In, semicircle spilled water hole（5）It is arranged on unlike pavers（1）Left and right side middle part is along front
Afterwards width arrangement, unlike pavers（1）Between the fissure of displacement overlap by way of be combined into retaining wall（7）.
It is the new prefabricated assembled retaining wall schematic diagram of one kind of the present utility model in Fig. 1 as improvement.The retaining wall is adopted
With above-mentioned unlike pavers（1）Build by laying bricks or stones and form.Forming the retaining wall（7）When, by above-mentioned unlike pavers（1）Stacking is placed.
Specifically, it is by lower floor's unlike pavers（1）Projection（3）It is embedded into upper strata unlike pavers（1）Groove（4）In（Orlop
Unlike pavers be not provided with groove（4））.Due to the unlike pavers（1）From embedded structure be flexible structure, the gear built by it
Cob wall（7）Can be used for the soft foundation of differential settlement.
It is the new prefabricated assembled unlike pavers schematic diagram of one kind of the present utility model in Fig. 2 as improvement.Unlike pavers
（1）Left and right side middle part be provided with semicircle spilled water hole（5）The width arrangement before and after, and be symmetric.By semicircle
Shape spilled water hole（5）The water put aside within the walls during rainfall is excluded, rainwater is reduced to retaining wall（7）Lateral pressure, while open up half
Circular spilled water hole（5）Material is also saved, the input of engineering is reduced.
It is the new prefabricated assembled retaining wall front view of one kind of the present utility model in Fig. 3 as improvement.Unlike pavers
（1）Upper surface be provided with the projection of prominent 200mm（3）, lower surface is provided with the groove of recessed 200mm（4）, by last layer when piling up
Unlike pavers（1）The unlike pavers corresponding with next layer（1）The left and right directions fissure of displacement is overlapped, upper strata unlike pavers（1）
The groove of lower surface（4）With lower floor's unlike pavers（1）The projection of upper surface（3）Effectively locking, by the interlocking between levels
Effect increase finishes the shear strength of contacting surface, anti-sliding stop and topples, when the shear strength of sidesway is larger, in unlike pavers
（1）The reinforced hole of four edges（2）It is middle that the reinforcing bar for running through whole retaining wall height is set（6）, so as to further prevent
Retaining wall topples and slides so that the unlike pavers being stacked upon（1）, directly constituted firm retaining wall（7）, so as to
Improve retaining wall（7）Stability.
As improvement, due to the unlike pavers（1）Be flexible from embedded structure, be suitable for the soft of differential settlement
Weak ground；And restriction of constructing is few, because retaining wall structure is that have prefabricated assembled unlike pavers（1）The shape Jing after backfill
Into, either narrow job site still it is strict limit noise, the place of vibration also can normal construction；During dismounting more
Simply, only the i.e. dismountable unlike pavers of backfill need to be dug out, the unlike pavers after dismounting can carry out secondary recovery utilization, is saved
Engineering cost.
Claims (5)
1. a kind of new prefabricated assembled retaining wall, is by unlike pavers（1）And reinforcing bar（6）Composition, unlike pavers（1）Including steel
Muscle hole（2）, it is raised（3）, groove（4）, semicircle spilled water hole（5）, it is characterised in that：Reinforced hole（2）It is arranged on unlike pavers（1）
Four edges, it is raised（3）It is arranged on unlike pavers（1）Upper surface, groove（4）It is arranged on unlike pavers（1）Lower surface side
It is raised at edge（3）It is directly inserted into groove（4）In, in unlike pavers（1）Left and right side middle part width before and after is provided with
Semicircle spilled water hole（5）, unlike pavers（1）By fissure of displacement overlap joint composition retaining wall（7）.
2. according to a kind of new prefabricated assembled retaining wall described in claim 1, it is characterised in that：The unlike pavers
（1）Four edges be each provided with a reinforced hole（2）.
3. according to a kind of new prefabricated assembled retaining wall described in claim 1, it is characterised in that：The unlike pavers
（1）Upper surface is provided with the projection of prominent 200mm（3）With the groove that recessed 200mm is provided with lower surface edge（4）, it is raised（3）Can
To be directly embedded into groove（4）It is interior.
4. according to a kind of new prefabricated assembled retaining wall described in claim 1, it is characterised in that：It is described in unlike pavers
（1）Left and right side middle part width before and after is provided with semicircle spilled water hole（5）, it is symmetric.
5. according to a kind of new prefabricated assembled retaining wall described in claim 1, it is characterised in that：Retaining wall（7）It is logical
Cross unlike pavers（1）Fissure of displacement overlap joint is built into.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621201115.8U CN206143806U (en) | 2016-11-08 | 2016-11-08 | Novel prefabricated assembled retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621201115.8U CN206143806U (en) | 2016-11-08 | 2016-11-08 | Novel prefabricated assembled retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206143806U true CN206143806U (en) | 2017-05-03 |
Family
ID=58624850
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621201115.8U Expired - Fee Related CN206143806U (en) | 2016-11-08 | 2016-11-08 | Novel prefabricated assembled retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206143806U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108252322A (en) * | 2017-09-19 | 2018-07-06 | 湘潭大学 | A kind of prefabricated counterfort wall |
| CN108340331A (en) * | 2018-01-16 | 2018-07-31 | 石家庄铁道大学 | A kind of assembled steel deposits beam pedestal |
| CN112160338A (en) * | 2020-09-24 | 2021-01-01 | 无锡市政设计研究院有限公司 | Prefabricated assembled retaining wall |
-
2016
- 2016-11-08 CN CN201621201115.8U patent/CN206143806U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108252322A (en) * | 2017-09-19 | 2018-07-06 | 湘潭大学 | A kind of prefabricated counterfort wall |
| CN108340331A (en) * | 2018-01-16 | 2018-07-31 | 石家庄铁道大学 | A kind of assembled steel deposits beam pedestal |
| CN112160338A (en) * | 2020-09-24 | 2021-01-01 | 无锡市政设计研究院有限公司 | Prefabricated assembled retaining wall |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170503 Termination date: 20171108 |