CN209368870U - A kind of wall brick for retaining wall - Google Patents
A kind of wall brick for retaining wall Download PDFInfo
- Publication number
- CN209368870U CN209368870U CN201822097563.3U CN201822097563U CN209368870U CN 209368870 U CN209368870 U CN 209368870U CN 201822097563 U CN201822097563 U CN 201822097563U CN 209368870 U CN209368870 U CN 209368870U
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- matrix
- jack
- cast
- place concrete
- intubation
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Abstract
The utility model relates to the technical fields of retaining wall, disclose a kind of wall brick for retaining wall, including matrix, two sides above described matrix offer the jack for pouring into cast-in-place concrete, circumferential direction in described matrix positioned at jack offers support slot, two intubations having for being inserted into support slot are set below described matrix, are equipped with fixed link in the intubation and jack.After the matrix arrangement of lower layer, the matrix on upper layer is staggeredly put, the intubation on the matrix on upper layer is inserted into support slot, and the connection in the adjacent substrate holder of upper and lower level is strong at this time.It is connected after fixed link to be passed through to the jack of multiple matrixes, strengthens the stability of matrix.Cast-in-place concrete is poured into jack, cast-in-place concrete is flowed into jack, and after cast-in-place concrete final set, cast-in-place concrete connects upper and lower level matrix, and the connectivity between adjacent base is strong.
Description
Technical field
The utility model relates to the technical fields of retaining wall, and in particular to a kind of wall brick for retaining wall.
Background technique
Foundation pit is the heatable adobe sleeping platform excavated in basic engineering position by substrate absolute altitude and basic plane size.It should basis before excavation
Geological hydrology data determines excavation plan in conjunction with live nearby buildings situation, and performs water-proof drainage work.
The relatively deep and neighbouring person that has building is excavated, needs to carry out supporting to the crater wall of foundation pit.Retaining wall is usually taken to come pair
Crater wall is protected, but the stone of rectangle is usually taken to stack in existing retaining wall, and stone leans on random packing under gravity, adjacent stone
Connectivity is poor between block, and in single stone stress, single stone is easy to fall off from retaining wall.
Utility model content
For the problem of the connectivity difference between above-mentioned adjacent brick of the existing technology, the purpose of this utility model
It is to provide a kind of wall brick for retaining wall, promotes the connectivity between adjacent switch block.
To achieve the above object, the utility model provides following technical solution:
A kind of wall brick for retaining wall, including matrix, the two sides above described matrix offer cast-in-place mixed for pouring into
The jack of soil is coagulated, the circumferential direction that jack is located in described matrix offers support slot, there is for inserting setting two below described matrix
Enter the intubation into support slot, is equipped with fixed link in the intubation and jack.
By using above-mentioned technical proposal, after the matrix arrangement of lower layer, the matrix on upper layer is staggeredly put, the base on upper layer
Intubation on body is inserted into support slot, and the connection in the adjacent substrate holder of upper and lower level is strong at this time.Fixed link is passed through multiple
It is connected after the jack of matrix, strengthens the stability of matrix.Cast-in-place concrete is poured into jack, cast-in-place concrete is flowed into slotting
In hole, after cast-in-place concrete final set, cast-in-place concrete connects upper and lower level matrix, and the connectivity between adjacent base is strong.
The utility model is further arranged to: the circumferential direction on the outside of the intubation is offered for pouring into cast-in-place concrete
Annular groove offers the intercommunicating pore of connection annular groove in the intubation.
By using above-mentioned technical proposal, after pouring into cast-in-place concrete in jack, cast-in-place concrete is flowed into from intercommunicating pore
Into annular groove, after cast-in-place concrete final set, the connectivity between intubation and underlying substrate is improved.
The utility model is further arranged to: the intercommunicating pore is provided with multiple around the circumferential direction of intubation.
By using above-mentioned technical proposal, for ventilating, the intercommunicating pore of part is used to fall into annular groove the intercommunicating pore of part
Enter cast-in-place concrete.
The utility model is further arranged to: multiple intercommunicating pores are twist arranged around the circumferential direction of intubation.
By using above-mentioned technical proposal, the height of intercommunicating pore is different, the knot of intubation identical compared to the height of intercommunicating pore
Structure intensity is strong.
The utility model is further arranged to: the support groove sidewall offers the connection for pouring into cast-in-place concrete
Slot.
By using above-mentioned technical proposal, part cast-in-place concrete is flowed into link slot, cast-in-place concrete and support slot
Contact surface valence it is big, improve the connectivity between intubation and support slot.
The utility model is further arranged to: the link slot is provided with multiple.
By using above-mentioned technical proposal, by multiple link slots, the company between intubation and support slot is further improved
Connecing property.
The utility model is further arranged to: offering limiting slot on the inside of the jack.
By using above-mentioned technical proposal, cast-in-place concrete is flowed into limiting slot, improves cast-in-place concrete and jack
Connectivity, the connectivity between adjacent base is strong.
The utility model is further arranged to: the limit slot cross-section is stepped.
By using above-mentioned technical proposal, stepped limiting slot further improves the connection between adjacent matrix
Property.
The utility model has the advantage that
1, it is embedded into support slot by that will be intubated, improves the connectivity between adjacent matrix;
2, by pouring into cast-in-place concrete in jack, the connectivity between adjacent base is further improved.
Detailed description of the invention
Fig. 1 is the structure chart of three wall bricks;
Fig. 2 is the vertical structure cross-sectional view of matrix.
Appended drawing reference: 1, matrix;2, jack;3, support slot;4, link slot;5, it is intubated;6, fixed link;7, limiting slot;8,
Annular groove;9, intercommunicating pore.
Specific embodiment
The utility model is described further referring to attached drawing.
A kind of wall brick for retaining wall, as illustrated in fig. 1 and 2: including matrix 1, matrix 1 takes concrete prefabricated form.
The jack 2 for pouring into cast-in-place concrete is offered above matrix 1, jack 2 passes through the two sides up and down of matrix 1.Jack 2 is provided with
Two and it is located at the two sides of matrix 1, the circumferential direction that jack 2 is located on matrix 1 offers support slot 3, there is setting two below matrix 1
Intubation 5 for being inserted into support slot 3, intubation 5 are integrally formed with matrix 1, are intubated the jack 2 of 51 top of position and matrix
It is corresponding.Fixed link 6 is equipped in intubation 5 and jack 2, fixed link 6 takes iron pipe, and the diameter of fixed link 6 is less than the straight of jack 2
Diameter, the diameter of fixed link 6 are the half of the diameter of jack 2.
By placing matrix 1 along the vertical direction, every layer of matrix 1 is staggeredly put, and the intubation 5 on the matrix 1 of top is inserted into
Into the support slot 3 of underlying matrix 1, by being inserted into below ground after fixed link 6 is passed through multiple jacks 2, at this time
Matrix 1 is fixed.Cast-in-place concrete is poured into jack 2 above matrix 1, cast-in-place concrete is flowed down along jack 2, cast-in-place coagulation
After native final set, it is inserted into support slot 3 by the way that 5 will be intubated, improves the connectivity between adjacent matrix 1.
It is as shown in Figure 2: section is offered on the inside of jack 2 in stepped limiting slot 7.Part cast-in-place concrete is embedded into limit
In the slot 7 of position, after cast-in-place concrete final set, cast-in-place concrete and the connection area of jack 2 are big, improve between adjacent concrete
Connectivity, intubation 5 takes iron pipe, and intubation 5 is integrally formed during prefabricated matrix 1 with matrix 1.The circumferential direction in 5 outside of intubation
The annular groove 8 for pouring into cast-in-place concrete is offered, the intercommunicating pore 9 of connection annular groove 8 is offered in intubation 5.Intercommunicating pore 9 is around intubation
5 circumferential direction is provided with multiple and twist arranges around the circumferential direction of intubation 5.3 side wall of support slot offers multiple existing for pouring into
The link slot 4 of pouring concrete.Cast-in-place concrete is poured into jack 2, the intercommunicating pore 9 of top is for ventilating, the cast-in-place coagulation in part
Soil is flowed in annular groove 8 and link slot 4 by intercommunicating pore 9, and cast-in-place concrete is connect being intubated 5 with support slot 3, is improved adjacent
1 bracket of matrix in connectivity.
Working principle: after the matrix 1 of lower layer is arranged, the matrix 1 on upper layer is staggeredly put, inserting on the matrix 1 on upper layer
Pipe 5 is inserted into support slot 3, and the connection in adjacent 1 bracket of matrix of upper and lower level is strong at this time.Fixed link 6 is passed through into multiple matrixes 1
Jack 2 after connect, strengthen the stability of matrix 1.Pour into cast-in-place concrete in jack 2, cast-in-place concrete is from intercommunicating pore 9
It flows into annular groove 8, cast-in-place concrete flows into limiting slot 7, improves the connectivity between adjacent base 1.
The above is only the preferred embodiment of the utility model, and the protection scope of the utility model is not limited merely to
Above-described embodiment, technical solution belonging to the idea of the present invention belong to the protection scope of the utility model.It should refer to
Out, for those skilled in the art, it is without departing from the principle of the utility model it is several improvement and
Retouching, these improvements and modifications also should be regarded as the protection scope of the utility model.
Claims (8)
1. a kind of wall brick for retaining wall, including matrix (1), it is characterized in that: the two sides above described matrix (1) open up it is useful
It is offered support slot (3) in the circumferential direction for being located at jack (2) on the jack (2) for pouring into cast-in-place concrete, described matrix (1), it is described
Two intubations (5) having for being inserted into support slot (3) are set below matrix (1), are worn in the intubation (5) and jack (2)
Equipped with fixed link (6).
2. a kind of wall brick for retaining wall according to claim 1, it is characterized in that: the circumferential direction on the outside of the intubation (5)
The annular groove (8) for pouring into cast-in-place concrete is offered, the intercommunicating pore (9) of connection annular groove (8) is offered on the intubation (5).
3. a kind of wall brick for retaining wall according to claim 2, it is characterized in that: the intercommunicating pore (9) is around intubation (5)
Circumferential direction be provided with it is multiple.
4. a kind of wall brick for retaining wall according to claim 3, it is characterized in that: multiple intercommunicating pores (9) are around intubation (5)
Circumferential direction be twist arranged.
5. a kind of wall brick for retaining wall according to claim 4, it is characterized in that: the support slot (3) side wall opens up
There is the link slot (4) for pouring into cast-in-place concrete.
6. a kind of wall brick for retaining wall according to claim 5, it is characterized in that: the link slot (4) be provided with it is more
It is a.
7. a kind of wall brick for retaining wall according to claim 1, it is characterized in that: being offered on the inside of the jack (2)
Limiting slot (7).
8. a kind of wall brick for retaining wall according to claim 7, it is characterized in that: the limiting slot (7) section is in rank
It is trapezoidal.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201822097563.3U CN209368870U (en) | 2018-12-13 | 2018-12-13 | A kind of wall brick for retaining wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201822097563.3U CN209368870U (en) | 2018-12-13 | 2018-12-13 | A kind of wall brick for retaining wall |
Publications (1)
Publication Number | Publication Date |
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CN209368870U true CN209368870U (en) | 2019-09-10 |
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CN201822097563.3U Active CN209368870U (en) | 2018-12-13 | 2018-12-13 | A kind of wall brick for retaining wall |
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CN (1) | CN209368870U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111691597A (en) * | 2020-07-21 | 2020-09-22 | 清远市榕兴新型环保建材有限责任公司 | High-drainage environment-friendly brick |
-
2018
- 2018-12-13 CN CN201822097563.3U patent/CN209368870U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111691597A (en) * | 2020-07-21 | 2020-09-22 | 清远市榕兴新型环保建材有限责任公司 | High-drainage environment-friendly brick |
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Address after: 311222 Office Building 601-2, Qiaoke Town, Jiangdong Village, Hezhuang Street, Dajiangdong Industrial Cluster District, Hangzhou City, Zhejiang Province Patentee after: Zhejiang Hanling Group Co.,Ltd. Address before: 311222 Office Building 601-2, Qiaoke Town, Jiangdong Village, Hezhuang Street, Dajiangdong Industrial Cluster District, Hangzhou City, Zhejiang Province Patentee before: ZHEJIANG HANLING CONSTRUCTION CO.,LTD. |