CN203334306U - Self-embedding type retaining wall - Google Patents
Self-embedding type retaining wall Download PDFInfo
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- CN203334306U CN203334306U CN2013203613751U CN201320361375U CN203334306U CN 203334306 U CN203334306 U CN 203334306U CN 2013203613751 U CN2013203613751 U CN 2013203613751U CN 201320361375 U CN201320361375 U CN 201320361375U CN 203334306 U CN203334306 U CN 203334306U
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- retaining wall
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- trapezoidal
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Abstract
The utility model provides a self-embedding type retaining wall which is spliced by a plurality of retaining wall bricks. The retaining wall bricks comprise strip-shaped bodies. Two trapezoid protrusions are arranged on the upper surface of each body, two trapezoid grooves are correspondingly formed in the lower surfaces of the bodies, the trapezoid protrusions of one retaining wall brick are embedded in and matched with the trapezoid grooves of the retaining wall brick adjacent to the retaining wall brick, and then the two adjacent retaining wall bricks are perpendicularly spliced and fixed. According to the self-embedding type retaining wall, the trapezoid protrusions and the trapezoid grooves which are embedded in and matched with the trapezoid protrusions are formed in the retaining wall bricks, then, the two adjacent retaining wall bricks are perpendicularly spliced and fixed, other materials or tools such as cement and mortar are not needed in the construction process, the self-embedding type retaining wall is quickly assembled, working efficiency is improved, structural strength is high, and the construction requirements of special engineering of emergency engineering and the like can be met.
Description
Technical field
The utility model relates to the architectural workpieces technical field, particularly a kind of from the embedded retaining wall.
Background technology
In the building operations such as river course, roadbed, often need to build the safeguard structures such as various shelves, barricade.Existing retaining wall structure adopts slabstone concrete guard wall, retaining wall etc. usually, because pouring concrete or mortar are built by laying bricks or stones and are needed to wait for that time enough makes mortar and concrete setting and has certain intensity, just can carry out the backfill of the wall back of the body, so just greatly delayed construction speed, especially in the emergency work such as roadbed, can't meet the requirement of rapid construction.
The utility model content
The purpose of this utility model be propose a kind ofly to assemble fast, simple and structural strength is high from the embedded retaining wall, can meet the demand of the special engineering construction such as emergency work.
For achieving the above object, the utility model proposes a kind of from the embedded retaining wall, lay bricks and be spliced by a plurality of retaining walls, described retaining wall is laid bricks and is comprised the body of strip, the upper surface of described body is provided with two trapezoidal protrusion, the soffit correspondence of described body is provided with two trapezoidal grooves, and the trapezoidal groove that the trapezoidal protrusion of laying bricks by described retaining wall is laid bricks with adjacent retaining wall embeds and coordinates, and makes two adjacent described retaining walls lay bricks and fixes vertical the splicing.
Further, above-mentioned in the embedded retaining wall, described retaining wall is laid bricks and is also comprised two sides, described two sides are respectively equipped with circular arc projection and the arc groove that can mutually embed cooperation, the arc groove that the circular arc projection of laying bricks by described retaining wall is laid bricks with adjacent retaining wall embeds and coordinates, and makes the two adjacent described retaining walls level of laying bricks splice fixing.
Further, above-mentioned, in the embedded retaining wall, also be provided with the cavity of perforation on described body, described cavity is located between described two trapezoidal protrusion and two trapezoidal grooves.
Further, above-mentioned, in the embedded retaining wall, the relatively described cavity of described two trapezoidal protrusion is symmetrical arranged, and described two trapezoidal grooves also relatively described cavity are symmetrical arranged.
Further, above-mentioned, in the embedded retaining wall, on described body, also be provided with for connecting the longitudinal hole of geotechnological anchor pole.
Further, above-mentioned, in the embedded retaining wall, described longitudinal hole is two, and it is symmetrical arranged about described cavity respectively.
Further, above-mentioned, in the embedded retaining wall, described retaining wall is laid bricks and is formed by pouring concrete.
The utility model arranges trapezoidal protrusion and mutually embeds the trapezoidal groove coordinated by laying bricks at retaining wall from the embedded retaining wall, making two adjacent described retaining walls lay bricks fixes vertical the splicing, do not need material or the instruments such as cement, mortar during construction, assembling fast, improved operating efficiency, and structural strength is high, can meet the demand of the special engineering such as emergency work construction.
The accompanying drawing explanation
Fig. 1 is the structural representation of the utility model from the embedded retaining wall.
Fig. 2 is the structural representation that in Fig. 1, retaining wall is laid bricks.
The specific embodiment
Describe preferred embodiment of the present utility model in detail below in conjunction with accompanying drawing.
Refer to Fig. 1 and Fig. 2, the utility model is from the embedded retaining wall, it is laid bricks and 1 is spliced by a plurality of retaining walls, described retaining wall 1 body 10 that comprises strip of laying bricks, the upper surface of described body 10 is provided with two trapezoidal protrusion 12, the soffit correspondence of described body 10 is provided with two trapezoidal grooves 14, by described retaining wall lay bricks 1 the trapezoidal groove 14 of 1 trapezoidal protrusion 12 and adjacent retaining wall of laying bricks, embeds and coordinates, makes the two adjacent described retaining walls vertical splicing of laying bricks fix.
Wherein, described retaining wall is laid bricks and 1 is also comprised two sides (figure mark), described two sides are respectively equipped with circular arc projection 16 and the arc groove 18 that can mutually embed cooperation, embed and coordinates by described retaining wall lay bricks 1 the arc groove 18 of 1 circular arc projection 16 and adjacent retaining wall of laying bricks, make the two adjacent described retaining walls level splicing of laying bricks fix; So just make a plurality of retaining walls lay bricks and 1 can embed and be fixed together, and structural strength is high.
Also be provided with the cavity 13 of perforation on described body 10, described cavity 13 is located between described two trapezoidal protrusion 12 and two trapezoidal grooves 14.So just can alleviate lay bricks 1 weight of described retaining wall, convenient transportation and save manufactured materials, reduce manufacturing cost.
The relatively described cavity 13 of described two trapezoidal protrusion 12 is symmetrical arranged, and described two trapezoidal grooves 14 also relatively described cavity 13 are symmetrical arranged.
For the ease of under without the excavation construction condition, fixing described retaining wall, also be provided with the longitudinal hole 15 for connecting geotechnological anchor pole 2 on described body 10, by described geotechnological anchor pole 2 being inserted to lay bricks 1 longitudinal hole 15 of described a plurality of retaining walls, can play lay bricks 1 the effect of the described a plurality of retaining walls of positioning and anchoring, so just improve applicability and the safety of the utility model from the embedded retaining wall, widened the described range of application from the embedded retaining wall.In the present embodiment, described longitudinal hole 15 is two, and it is symmetrical arranged about described cavity 13 respectively.
In the present embodiment, described retaining wall is laid bricks and 1 is formed by pouring concrete, and it is drawn materials easily, and cost is lower, manufactures simple.
Than prior art, the utility model arranges trapezoidal protrusion and mutually embeds the trapezoidal groove coordinated by laying bricks at retaining wall from the embedded retaining wall, making two adjacent described retaining walls lay bricks fixes vertical the splicing, do not need other materials such as cement, mortar or instrument during construction, assembling fast, improved operating efficiency, and structural strength is high, can meets the demand of the special engineering such as emergency work construction.
Here description of the present utility model and application is illustrative, not wants by scope restriction of the present utility model in the above-described embodiments.Here the distortion of disclosed embodiment and change is possible, and for those those of ordinary skill in the art, the various parts of the replacement of embodiment and equivalence are known.Those skilled in the art are noted that in the situation that do not break away from spirit of the present utility model or substantive characteristics, and the utility model can be with other form, structure, layout, ratio, and realizes with other assembly, material and parts.In the situation that do not break away from the utility model scope and spirit, can carry out other distortion and change to disclosed embodiment here.
Claims (7)
1. one kind from the embedded retaining wall, it is characterized in that, lay bricks and be spliced by a plurality of retaining walls, described retaining wall is laid bricks and is comprised the body of strip, the upper surface of described body is provided with two trapezoidal protrusion, the soffit correspondence of described body is provided with two trapezoidal grooves, and the trapezoidal groove that the trapezoidal protrusion of laying bricks by described retaining wall is laid bricks with adjacent retaining wall embeds and coordinates, and makes two adjacent described retaining walls lay bricks and fixes vertical the splicing.
2. according to claim 1 from the embedded retaining wall, it is characterized in that, described retaining wall is laid bricks and is also comprised two sides, described two sides are respectively equipped with circular arc projection and the arc groove that can mutually embed cooperation, the arc groove that the circular arc projection of laying bricks by described retaining wall is laid bricks with adjacent retaining wall embeds and coordinates, and makes the two adjacent described retaining walls level of laying bricks splice fixing.
3. according to claim 2ly from the embedded retaining wall, it is characterized in that, also be provided with the cavity of perforation on described body, described cavity is located between described two trapezoidal protrusion and two trapezoidal grooves.
4. according to claim 3ly from the embedded retaining wall, it is characterized in that, the relatively described cavity of described two trapezoidal protrusion is symmetrical arranged, and described two trapezoidal grooves also relatively described cavity are symmetrical arranged.
5. according to claim 3ly from the embedded retaining wall, it is characterized in that, also be provided with on described body for connecting the longitudinal hole of geotechnological anchor pole.
6. according to claim 5ly from the embedded retaining wall, it is characterized in that, described longitudinal hole is two, and it is symmetrical arranged about described cavity respectively.
7. according to claim 1ly from the embedded retaining wall, it is characterized in that, described retaining wall is laid bricks and is formed by pouring concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203613751U CN203334306U (en) | 2013-06-24 | 2013-06-24 | Self-embedding type retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203613751U CN203334306U (en) | 2013-06-24 | 2013-06-24 | Self-embedding type retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203334306U true CN203334306U (en) | 2013-12-11 |
Family
ID=49702987
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013203613751U Expired - Lifetime CN203334306U (en) | 2013-06-24 | 2013-06-24 | Self-embedding type retaining wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN203334306U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806466A (en) * | 2014-03-17 | 2014-05-21 | 重庆芳兰科技有限公司 | Modular cross-wall structure for civil work |
| CN104805863A (en) * | 2015-04-24 | 2015-07-29 | 东北大学 | Novel combinable assembly type slope retaining wall structure and construction method thereof |
| CN107268673A (en) * | 2017-06-15 | 2017-10-20 | 埃瑞弗（上海）规划设计工程咨询股份有限公司 | It is a kind of to plant raw retaining wall structure from embedded |
| CN109469012A (en) * | 2018-12-14 | 2019-03-15 | 河海大学设计研究院有限公司 | From embedded retaining wall |
-
2013
- 2013-06-24 CN CN2013203613751U patent/CN203334306U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806466A (en) * | 2014-03-17 | 2014-05-21 | 重庆芳兰科技有限公司 | Modular cross-wall structure for civil work |
| CN103806466B (en) * | 2014-03-17 | 2015-11-18 | 重庆师范大学 | Modular civil works stone dam structure |
| CN104805863A (en) * | 2015-04-24 | 2015-07-29 | 东北大学 | Novel combinable assembly type slope retaining wall structure and construction method thereof |
| CN107268673A (en) * | 2017-06-15 | 2017-10-20 | 埃瑞弗（上海）规划设计工程咨询股份有限公司 | It is a kind of to plant raw retaining wall structure from embedded |
| CN109469012A (en) * | 2018-12-14 | 2019-03-15 | 河海大学设计研究院有限公司 | From embedded retaining wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: HUNAN BAOXIN ARCHITECTURAL DESIGN PLATFORM CO., LT Free format text: FORMER NAME: CHANGSHA TULANE DESIGN CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 410205 Hunan city high tech Development Zone Changsha Changsha Lulong Lugu Road No. 199 coordinates 1302 A room Patentee after: HUNAN BOTHINK DESIGN PLATFORM Co.,Ltd. Address before: 410205 Hunan city high tech Development Zone Changsha Changsha Lulong Lugu Road No. 199 coordinates 1302 A room Patentee before: CHANGSHA TULANE DESIGN Co.,Ltd. |
|
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 410205 Hunan city high tech Development Zone Changsha Changsha Lulong Lugu Road No. 199 coordinates 1302 A room Patentee after: HUNAN BAOXINYUN BUILDING INTEGRATION SERVICES PLATFORM CO.,LTD. Address before: 410205 Hunan city high tech Development Zone Changsha Changsha Lulong Lugu Road No. 199 coordinates 1302 A room Patentee before: HUNAN BOTHINK DESIGN PLATFORM Co.,Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20131211 |