CN206655247U - A kind of anti-shearing retaining wall - Google Patents
A kind of anti-shearing retaining wall Download PDFInfo
- Publication number
- CN206655247U CN206655247U CN201720287561.3U CN201720287561U CN206655247U CN 206655247 U CN206655247 U CN 206655247U CN 201720287561 U CN201720287561 U CN 201720287561U CN 206655247 U CN206655247 U CN 206655247U
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- CN
- China
- Prior art keywords
- brick
- fragment
- retaining wall
- limited block
- wall
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- Expired - Fee Related
Links
- 238000010008 shearing Methods 0.000 title claims abstract description 24
- 239000011449 brick Substances 0.000 claims abstract description 125
- 239000012634 fragment Substances 0.000 claims abstract description 110
- 239000000463 material Substances 0.000 abstract description 10
- 230000006872 improvement Effects 0.000 description 6
- 230000008859 change Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Retaining Walls (AREA)
Abstract
The utility model provides a kind of anti-shearing retaining wall, including drystone layer, the drystone layer includes the first fragment of brick and the second fragment of brick of alternative splicing successively, mounting hole is all offered on first fragment of brick and second fragment of brick, the length of first fragment of brick is more than the length of second fragment of brick, the both ends of first fragment of brick are respectively arranged with limited block, and the both ends of second fragment of brick are respectively arranged with short slot, and the madial wall of the limited block is fitted in the side wall of the short slot.By setting limited block and short slot, and the madial wall of limited block is fitted in the side wall of short slot, the second fragment of brick between two the first fragments of brick can be limited block and clasp, concrete pin on second fragment of brick is not easily susceptible to the effect of shearing force, again because the length of the first fragment of brick is more than the second fragment of brick, it is also relatively large with breaking through contact surface, the part pushing force of earth material is offset using frictional force, the shearing force that concrete pin on first fragment of brick is subject to is also relatively small, and retaining wall is not easy to be pushed by earth material and destroyed.
Description
Technical field
A kind of wall is the utility model is related to, especially a kind of anti-shearing retaining wall.
Background technology
With the fast development of China's economy, highway, river regulation and other Improvement of Ecological Environment works in the whole country
The scale of journey is also in continuous increase and the quickening of speed, in the process of construction of these engineerings, for highway or river course both sides
Slight slope would generally lay retaining wall, ensure that the vegetation on slight slope can be resumed in the case where ensureing outward appearance, and then play and change
The effect of kind ecological environment.
At present, what most of retaining wall used is all single block type, i.e., retaining wall is the block laying by single shape
Formed, third dimension is relatively poor.In addition, the retaining wall built by laying bricks or stones for drystone, is generally only interspersed in up and down by concrete pin
Connection is realized on the mounting hole of two fragments of brick, under the environment such as rainy day, the earth material on ramp may be pushed under gravity
Fragment of brick, and then cause concrete pin to need to bear larger shearing force, it is easily broken off, and after concrete pin fracture, fragment of brick may
It can slide under the push effect of earth material and even come off so that retaining wall is destroyed.
In view of this, the applicant conducts in-depth research to the structure of anti-shearing retaining wall, there is this case generation then.
Utility model content
The purpose of this utility model is to provide a kind of anti-shearing retaining wall for being not easy to be pushed destruction by earth material.
To achieve these goals, the utility model adopts the following technical scheme that：
A kind of anti-shearing retaining wall, including it is multiple along the domatic drystone layer successively laid, the drystone layer includes handing over successively
For the first fragment of brick and the second fragment of brick of splicing, the level cross-sectionn of first fragment of brick and second fragment of brick is all in isosceles ladder
Shape, and mounting hole is all offered on first fragment of brick and second fragment of brick, the length of first fragment of brick are more than described the
The length of two fragments of brick, the both ends of first fragment of brick are respectively arranged with limited block, and the both ends of second fragment of brick are respectively arranged with
The short slot coordinated with the limited block, the madial wall of the limited block are fitted in the side wall of the short slot.
As a kind of improvement of the present utility model, the lateral wall of first fragment of brick and second fragment of brick is respectively arranged with
Boss, the both ends of the boss seamlessly transit with corresponding lateral wall.
As a kind of improvement of the present utility model, first fragment of brick or described second described in adjacent two layers on drystone layer
Brick dislocation is arranged.
As a kind of improvement of the present utility model, groove is offered on the madial wall of first fragment of brick.
As a kind of improvement of the present utility model, offer on first fragment of brick and second fragment of brick and pass through up and down respectively
The perforation worn, and the upper surface of first fragment of brick and second fragment of brick also offers the length direction with corresponding fragment of brick respectively
The deep gouge of parallel arrangement, the deep gouge connect with the corresponding perforation respectively.
As a kind of improvement of the present utility model, the mounting hole on first fragment of brick and second fragment of brick has
Multiple, on same fragment of brick, each mounting hole is distributed between the two neighboring perforation.
Using above-mentioned technical proposal, the utility model has the advantages that：
1st, by setting limited block and short slot, and the madial wall of limited block is fitted in the side wall of short slot so that be located at
The second fragment of brick between two the first fragments of brick can be limited block and clasp, and the concrete pin on the second fragment of brick is not easily susceptible to shearing force
Effect, but because the length of the first fragment of brick is more than the second fragment of brick, it is also relatively large with breaking through contact surface, offset using frictional force
The part pushing force of earth material, the shearing force that the concrete pin on the first fragment of brick is subject to is also relatively small, and retaining wall is not easy by earth material
Push and destroy.
2nd, by setting boss, the third dimension of retaining wall is effectively increased, can also increase the intensity of fragment of brick.
Brief description of the drawings
Fig. 1 is the structural representation of the anti-shearing retaining wall of the utility model；
Fig. 2 is the structural representation of the first brick body of the anti-shearing retaining wall of the utility model；
Fig. 3 is the structural representation of the second brick body of the anti-shearing retaining wall of the utility model.
Indicated in figure corresponding as follows：
10- drystone layers；The fragments of brick of 20- first；
21- limited blocks；22- mounting holes；
23- boss；24- perforates；
25- deep gouges；26- grooves；
The fragments of brick of 30- second；31- short slots.
Embodiment
The utility model is described further with specific embodiment below in conjunction with the accompanying drawings.
As shown in Figure 1-Figure 3, the anti-shearing retaining wall that the present embodiment provides, including it is multiple along the domatic drystone successively laid
Layer 10, drystone layer 10 can be arranged linearly, curved can also arrange, specific arrangement depends on the actual feelings in broken face
Condition.
Drystone layer 10 includes the first fragment of brick 20 and the second fragment of brick 30 of alternative splicing successively, the first fragment of brick 20 and the second fragment of brick
30 level cross-sectionn is all in isosceles trapezoid, and the length of the first fragment of brick 20 is more than the length of the second fragment of brick 30.Level herein
Section refers to the cross section of horizontal direction when the upper end of corresponding brick body is face-up, similar, and hereinafter the upper end of brick body refers to
It is towards upper one end when brick body uses, the corresponding other end is the lower end of brick body.In addition it should be noted that in this implementation
In example, the length direction using the length direction on the base of the isosceles trapezoid of fragment of brick horizontal cross-section as fragment of brick, with fragment of brick towards its water
The side at the upper bottom of the isosceles trapezoid of plane section is the inner side of fragment of brick, and corresponding opposite side is the outside of fragment of brick, in use, brick
The inner side of block is towards slight slope.
All offer mounting hole 22 on first fragment of brick 20 and the second fragment of brick 30, the fragment of brick between two neighboring drystone layer 10 leads to
Cross and connection is realized on corresponding mounting hole 22 using concrete pin slot.The both ends of the length direction of first fragment of brick 20 are set respectively
Limited location block 21, the both ends of the second fragment of brick 30 are respectively arranged with the short slot 31 coordinated with corresponding limited block 21, cooperated
Limited block 21 and short slot 31 in, the madial wall of limited block 21 is fitted in the side wall of short slot 31.So, the second fragment of brick 30 is by phase
Limited block 21 on two adjacent the first fragments of brick 30 is withheld on slight slope, can offset earth material the pushing away to the second fragment of brick 30 on slight slope
Power is squeezed, the concrete pin for avoiding being interspersed on the second fragment of brick 30 is destroyed by too big shearing force.
Certainly, it is similar with being conventionally used to the fragment of brick of retaining wall, on the first fragment of brick 20 and the second fragment of brick 30 in the present embodiment
Also the perforation 24 run through up and down is offered respectively, is easy to vegetation growth, collects in the present embodiment, and the first fragment of brick 20 is square along its length
To four perforation are offered, the second fragment of brick 30 offers two perforation along its length.In the present embodiment, the first brick simultaneously
The upper surface of the fragment of brick 30 of block 20 and second also offers the deep gouge 25 with the length direction of corresponding fragment of brick parallel arrangement, deep gouge respectively
25, respectively with the corresponding connection of perforation 24, are so easy to rainwater introducing perforation 24, are advantageous to vegetation growth.
Preferably, in the present embodiment, the mounting hole 22 on the first fragment of brick 20 and the second fragment of brick 30 has multiple, same
On fragment of brick, each mounting hole 22 is distributed between two neighboring perforation 24, specifically, the mounting hole 22 on the first fragment of brick 20 is in three row
Arrangement, mounting hole 22 on the second fragment of brick 30 into a row arrangement, each column mounting hole 22 respectively positioned at two adjacent perforation 24 it
Between, and width of the mounting hole 22 in each column along corresponding fragment of brick is equally spaced, so can be according to the actual grade of slight slope
The mounting hole 22 of the interspersed concrete pin of selection, it is applicable to the slight slope of various different gradients.
Preferably, in the present embodiment, the lateral wall of the first fragment of brick 20 and the second fragment of brick 30 is respectively arranged with boss 23, convex
The both ends of platform 23 seamlessly transit with corresponding lateral wall, so may be such that drystone build by laying bricks or stones after retaining wall there is stronger solid
Sense.
Preferably, in the present embodiment, groove 26 is offered on the madial wall of the first fragment of brick 20, can so increases by the first brick
The contact area of block 20 and the earth material on slight slope, and then increase the frictional force between the first fragment of brick 20 and slight slope, avoid on slight slope
The pushing force of earth material cause the concrete pin that is interspersed on the first fragment of brick 20 to bear too big shearing force greatly very much.
In addition, in the present embodiment, the first fragment of brick 20 or the second fragment of brick 30 dislocation arrangement on adjacent two layers drystone layer 10.
The utility model is described in detail above in conjunction with accompanying drawing, but embodiment of the present utility model and not only
It is limited to above-mentioned embodiment, those skilled in the art can make various modifications to the utility model according to prior art, such as exist
Other structures feature etc. is set in the first brick body 20 or the second brick body 30, and these belong to the scope of protection of the utility model.
Claims (6)
1. a kind of anti-shearing retaining wall, it is characterised in that including multiple along the domatic drystone layer successively laid, the drystone layer bag
Include the first fragment of brick and the second fragment of brick of alternative splicing successively, the level cross-sectionn of first fragment of brick and second fragment of brick is all in
Isosceles trapezoid, and mounting hole is all offered on first fragment of brick and second fragment of brick, the length of first fragment of brick is more than
The length of second fragment of brick, the both ends of first fragment of brick are respectively arranged with limited block, the both ends difference of second fragment of brick
The short slot coordinated with the limited block is provided with, the madial wall of the limited block is fitted in the side wall of the short slot.
2. anti-shearing retaining wall as claimed in claim 1, it is characterised in that first fragment of brick and second fragment of brick it is outer
Side wall is respectively arranged with boss, and the both ends of the boss seamlessly transit with corresponding lateral wall.
3. anti-shearing retaining wall as claimed in claim 1 or 2, it is characterised in that described on drystone layer described in adjacent two layers
First fragment of brick or second Brick dislocation arrangement.
4. anti-shearing retaining wall as claimed in claim 1 or 2, it is characterised in that opened up on the madial wall of first fragment of brick
There is groove.
5. anti-shearing retaining wall as claimed in claim 1 or 2, it is characterised in that first fragment of brick and second fragment of brick
It is upper to offer the perforation run through up and down respectively, and the upper surface of first fragment of brick and second fragment of brick also offer respectively with
The deep gouge of the length direction parallel arrangement of corresponding fragment of brick, the deep gouge connect with the corresponding perforation respectively.
6. anti-shearing retaining wall as claimed in claim 5, it is characterised in that on first fragment of brick and second fragment of brick
The mounting hole has multiple, and on same fragment of brick, each mounting hole is distributed between the two neighboring perforation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720287561.3U CN206655247U (en) | 2017-03-23 | 2017-03-23 | A kind of anti-shearing retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720287561.3U CN206655247U (en) | 2017-03-23 | 2017-03-23 | A kind of anti-shearing retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206655247U true CN206655247U (en) | 2017-11-21 |
Family
ID=60315532
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720287561.3U Expired - Fee Related CN206655247U (en) | 2017-03-23 | 2017-03-23 | A kind of anti-shearing retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206655247U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
-
2017
- 2017-03-23 CN CN201720287561.3U patent/CN206655247U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171121 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |