CN209129025U - A kind of Construction of Civil Engineering retaining wall - Google Patents
A kind of Construction of Civil Engineering retaining wall Download PDFInfo
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- CN209129025U CN209129025U CN201821030089.6U CN201821030089U CN209129025U CN 209129025 U CN209129025 U CN 209129025U CN 201821030089 U CN201821030089 U CN 201821030089U CN 209129025 U CN209129025 U CN 209129025U
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- wall
- crossbeam
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- soil layer
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Abstract
The utility model discloses a kind of Construction of Civil Engineering retaining walls, including several walls, these described walls are fixed together by the crossbeam of several vertical array distributions, the bottom of the wall is equipped with several equally distributed foundation, it is provided with the anchor pole of several horizontal arrays between two adjacent crossbeams, metalling is filled between the wall and soil layer.The retaining wall utilizes, and there is cambered surface side to be contacted by metalling with soil layer, it is different from the setting that the vertical plane that traditional wall uses directly is contacted with soil layer, the Force decomposition from soil layer can be fallen a part using cambered surface, compared with the set-up mode of conventionally employed vertical plane, the cross force that wall is subject to can reduce, the risk that wall collapses is thereby reduced, while can further buffer effect of the soil layer to wall using the gap between metalling medium stone；Multiple walls are fixed together also with crossbeam, ensure that the stability between multiple walls.
Description
Technical field
The utility model relates to a kind of Construction of Civil Engineering retaining walls.
Background technique
With the development of the times, people's lives level constantly improves, and requirement of the people for engineering construction is increasingly
Height, retaining wall refers to support Roadbed Soil or the hillside soil body, prevents from banketing or the structures of soil deformation, often in construction
Stop to banketing, avoids the accident caved in when construction, therefore retaining wall is widely used in engineering construction, still
Existing retaining wall structure is simple, is one stifled concrete walls of setting mostly, causes the function of retaining wall too to be limited to, and can not
Guarantee the safety banketed well, what in addition retaining wall was primarily subjected to is active force of the soil layer to wall, therefore it is required that wall
Cross-brace securely will avoid wall from collapsing.
Utility model content
For above-mentioned technical deficiency, the purpose of the utility model is to provide a kind of Construction of Civil Engineering retaining wall,
The cross-brace ability of wall is improved, reinforces the blocking to soil layer, avoids collapsing for wall.
In order to solve the above technical problems, the utility model adopts the following technical solution:
The utility model provides a kind of Construction of Civil Engineering retaining wall, including several walls, these described walls pass through
The crossbeam of several vertical array distributions is fixed together, and the installation passed through for the crossbeam is offered on the corresponding wall
Hole, the crossbeam are arranged horizontally in the wall, in at least a part of embedment soil layer of wall, the bottom of the wall
Several equally distributed foundation are fixedly installed, the foundation is embedded in soil layer, is arranged between two adjacent crossbeams
There is the anchor pole of several horizontal arrays, the anchor pole and the crossbeam are perpendicular, and the cross section of the wall is mutually hung down by three
Straight straight line and a circular arc line composition, the corresponding central angle of the circular arc line are acute angle, and the corresponding wall has cambered surface
Metalling is filled between side and soil layer, the anchor pole sequentially passes through the wall and the metalling extends in soil layer.
Preferably, the crossbeam is positive the steel pipe of quadrangular shape, is fixedly installed in a pair of sidewalls of the crossbeam several
First floor of a array distribution is fixedly installed the second rib of several array distributions on another pair side wall of the crossbeam
Plate, first floor and second floor are spaced, offered on the corresponding crossbeam for first floor with
The notch that second floor penetrates, first floor and second floor are the steel of the identical rectangular-shape of structure
Plate, the length of first floor are not more than the width of the crossbeam, and the width of first floor is no more than the crossbeam
The thickness of the 1/2 of width, first floor is equal with the wall thickness of the crossbeam.
Preferably, concrete has been poured in the inner cavity of the crossbeam, the both ends of the crossbeam are fixed with limit steel plate, described
Screw assembly has several equally distributed bolts on limit steel plate, and the bolt is pushed against on the wall.
Preferably, the wall and the foundation are armored concrete.
The utility model has the beneficial effects that: the retaining wall utilizes there is cambered surface side to connect by metalling and soil layer
Touching is different from the setting that the vertical plane that traditional wall uses directly is contacted with soil layer, can be by the work from soil layer using cambered surface
A part is firmly decomposed, compared with the set-up mode of conventionally employed vertical plane, the cross force that wall is subject to can reduce, and then drop
The risk that low wall collapses, while soil layer can be further buffered to wall using the gap between metalling medium stone
Effect；Multiple walls are fixed together also with crossbeam, ensure that the stability between multiple walls.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is a kind of structural schematic diagram of Construction of Civil Engineering retaining wall provided by the embodiment of the utility model；
Fig. 2 is the side view of Fig. 1；
Fig. 3 is the main view of crossbeam；
Fig. 4 is the side view of Fig. 3；
Fig. 5 is the top view of Fig. 3.
Description of symbols: 1- wall, 11- foundation, 2- metalling, 3- crossbeam, the first floor of 31-, the second floor of 32-,
33- limits steel plate, 4- anchor pole, 5- soil layer.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
As shown in Figures 1 to 5, a kind of Construction of Civil Engineering retaining wall, including several walls 1, these described walls 1 are logical
The crossbeam 3 for crossing several vertical array distributions is fixed together, and offers on the corresponding wall 1 and passes through for the crossbeam 3
Mounting hole, the crossbeam 3 is arranged horizontally in the wall 1, described in at least a part of embedment soil layer 5 of the wall 1
The bottom of wall 1 is fixedly installed several equally distributed foundation 11, and the foundation 11 is embedded in soil layer 5, and adjacent two
The anchor pole 4 of several horizontal arrays is provided between the crossbeam 3, the anchor pole 4 and the crossbeam 3 are perpendicular, the wall 1
Cross section be made of three orthogonal straight lines and a circular arc line, the corresponding central angle of the circular arc line is acute angle, corresponding
The wall 1 have and be filled with metalling 2 between the side and soil layer 5 of cambered surface, the anchor pole 4 sequentially passes through the wall 1
It is extended in soil layer 5 with the metalling 2.
Preferably, the crossbeam 3 is positive the steel pipe of quadrangular shape, if being fixedly installed in a pair of sidewalls of the crossbeam 3
First floor 31 of dry array distribution is fixedly installed the of several array distributions on another pair side wall of the crossbeam 3
Two floors 32, first floor 31 and second floor 32 are spaced, offer described in confession on the corresponding crossbeam 3
The notch that first floor 31 is penetrated with second floor 32, first floor 31 is structure phase with second floor 32
The steel plate of same rectangular-shape, the length of first floor 31 are not more than the width of the crossbeam 3, first floor 31
Width is not more than the 1/2 of the width of the crossbeam 3, and the thickness of first floor 31 is equal with the wall thickness of the crossbeam 3.Wherein
First floor 31 and the second floor 32 are that setting substantially increases the bending strength of crossbeam 3, be effectively guaranteed multiple walls 1 it
Between stability.
Preferably, concrete has been poured in the inner cavity of the crossbeam 3, pouring for concrete further improves crossbeam 3
Stability, while the first floor 31 is alternate with the second floor 32 and is arranged vertically, and has it between the side wall of crossbeam 3
Gap, and then facilitate smoothly pouring for concrete, guarantee the uniformity of concrete；The both ends of the crossbeam 3 are fixed with limit steel
Plate 33, Screw assembly has several equally distributed bolts on the limit steel plate 3, and the bolt is pushed against on the wall 1.
Preferably, the wall 1 and the foundation 11 are armored concrete.
Preferably, the anchor pole 4 is grouted anchor bar, which can produce for ten thousand honor metal product Co., Ltd of Liaocheng City
Anchor pole, concrete model and size the application do not specifically describing, user can select according to the actual situation or
Person is customized.
Steps are as follows for the Specific construction of the utility model:
S1: the size of required wall is determined according to the size for dug foundation pit of constructing, wall is the steel poured in advance
Reinforced concrete, wall need to be reserved for the mounting hole and the bolthole passed through for anchor pole that crossbeam passes through, while foundation during fabrication
It is formed when wall is manufactured with wall formed by integrally casting；
S2: using crossbeam by multiple wall connectings together, crossbeam pass through multiple walls after, it is ensured that the both ends of crossbeam
It protrudes from except wall, then in the both ends welded limiting steel plate of crossbeam, wall is pushed against by the bolt by limiting steel plate
Together；
S4: mounted wall is hung in foundation pit, before wall is hung in, is dug in advance in the bottom of foundation pit good slotting for foundation
The hole entered；
S5: after wall places in foundation pit, wall, which has, is filled with metalling between the side and soil layer of cambered surface, broken
Stone is using common stone for building, as long as its partial size is no more than 50mm；
S6: after the completion of metalling filling, grouted anchor bar is anchored by bolthole according to the construction requirement of grouted anchor bar
In soil layer, after grouted anchor bar is installed, the seam crossing between wall is smoothed out using concrete, while convex to wall both ends
The limit steel plate and bolt progress filling concrete on crossbeam and the crossbeam out, is covered using concrete, is avoided
Crossbeam, limit steel plate and bolt expose.
The retaining wall in the utility model utilizes, and there is cambered surface side to be contacted by metalling with soil layer, be different from tradition
The setting that the vertical plane that wall uses directly is contacted with soil layer, can fall one for the Force decomposition from soil layer using cambered surface
Point, compared with the set-up mode of conventionally employed vertical plane, the cross force that wall is subject to can reduce, and thereby reduce what wall collapsed
Risk, while effect of the soil layer to wall can be further buffered using the gap between metalling medium stone；Furthermore sharp
Multiple walls are fixed together with crossbeam, ensure that the stability between multiple walls.
Obviously, it is practical without departing from this can to carry out various modification and variations to the utility model by those skilled in the art
Novel spirit and scope.If in this way, these modifications and variations of the present invention belong to the utility model claims and
Within the scope of its equivalent technologies, then the utility model is also intended to include these modifications and variations.
Claims (5)
1. a kind of Construction of Civil Engineering retaining wall, which is characterized in that including several walls (1), these described walls (1) pass through
The crossbeam (3) of several vertical array distributions is fixed together, and is offered on the corresponding wall (1) for the crossbeam (3)
The mounting hole passed through, the crossbeam (3) are arranged horizontally in the wall (1), and the wall (1) is at least a part of to be earthed
In layer (5), the bottom of the wall (1) is fixedly installed several equally distributed foundation (11), foundation (11) embedment
In soil layer (5), the anchor pole (4) of several horizontal arrays, the anchor pole (4) are provided between the crossbeam (3) of adjacent two
Perpendicular with the crossbeam (3), the cross section of the wall (1) is made of three orthogonal straight lines and a circular arc line,
The corresponding central angle of the circular arc line be acute angle, the corresponding wall (1) have cambered surface side and soil layer (5) between be filled with
Metalling (2), the anchor pole (4) sequentially passes through the wall (1) and the metalling (2) extends in soil layer (5).
2. a kind of Construction of Civil Engineering retaining wall as described in claim 1, which is characterized in that the crossbeam (3) is positive tetragonous
Columnar steel pipe is fixedly installed the first floor (31) of several array distributions in a pair of sidewalls of the crossbeam (3), described
The second floor (32) of several array distributions, first floor (31) are fixedly installed on another pair side wall of crossbeam (3)
It is spaced with second floor (32), offered on the corresponding crossbeam (3) for first floor (31) with it is described
The notch that second floor (32) penetrates, first floor (31) and second floor (32) are the identical cuboid of structure
The steel plate of shape, the length of first floor (31) are not more than the width of the crossbeam (3), the width of first floor (31)
No more than the 1/2 of the width of the crossbeam (3), the thickness of first floor (31) is equal with the wall thickness of the crossbeam (3).
3. a kind of Construction of Civil Engineering retaining wall as claimed in claim 2, which is characterized in that in the inner cavity of the crossbeam (3)
Concrete is poured, the both ends of the crossbeam (3) are fixed with limit steel plate (33), there is Screw assembly on the limit steel plate (33)
Several equally distributed bolts, the bolt are pushed against on the wall (1).
4. a kind of Construction of Civil Engineering retaining wall as described in claim 1, which is characterized in that the wall (1) and the bottom
Column (11) is armored concrete.
5. a kind of Construction of Civil Engineering retaining wall as described in claim 1, which is characterized in that the anchor pole (4) is slip casting anchor
Bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821030089.6U CN209129025U (en) | 2018-07-02 | 2018-07-02 | A kind of Construction of Civil Engineering retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821030089.6U CN209129025U (en) | 2018-07-02 | 2018-07-02 | A kind of Construction of Civil Engineering retaining wall |
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| Publication Number | Publication Date |
|---|---|
| CN209129025U true CN209129025U (en) | 2019-07-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821030089.6U Active CN209129025U (en) | 2018-07-02 | 2018-07-02 | A kind of Construction of Civil Engineering retaining wall |
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| Country | Link |
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| CN (1) | CN209129025U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374191A (en) * | 2019-07-31 | 2019-10-25 | 同济大学建筑设计研究院(集团)有限公司 | A kind of outer wall of basement component and its construction method with protective function |
-
2018
- 2018-07-02 CN CN201821030089.6U patent/CN209129025U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374191A (en) * | 2019-07-31 | 2019-10-25 | 同济大学建筑设计研究院(集团)有限公司 | A kind of outer wall of basement component and its construction method with protective function |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A retaining wall for civil engineering construction Effective date of registration: 20200911 Granted publication date: 20190719 Pledgee: Rural credit cooperative association of Dalat banner Pledgor: INNER MONGOLIA KINERGY BLASTING Co.,Ltd. Registration number: Y2020150000048 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20220901 Granted publication date: 20190719 Pledgee: Rural credit cooperative association of Dalat banner Pledgor: INNER MONGOLIA KINERGY BLASTING CO.,LTD. Registration number: Y2020150000048 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A civil engineering construction retaining wall Effective date of registration: 20220905 Granted publication date: 20190719 Pledgee: Rural credit cooperative association of Dalat banner Pledgor: INNER MONGOLIA KINERGY BLASTING CO.,LTD. Registration number: Y2022150000092 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right |