CN115182378A - Retaining wall structure and construction method thereof - Google Patents
Retaining wall structure and construction method thereof Download PDFInfo
- Publication number
- CN115182378A CN115182378A CN202210506940.2A CN202210506940A CN115182378A CN 115182378 A CN115182378 A CN 115182378A CN 202210506940 A CN202210506940 A CN 202210506940A CN 115182378 A CN115182378 A CN 115182378A
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- Prior art keywords
- retaining wall
- crown beam
- crown
- wall body
- anchored
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- 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.)
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Links
- 238000010276 construction Methods 0.000 title claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 7
- 239000010959 steel Substances 0.000 claims abstract description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 239000002689 soil Substances 0.000 claims description 5
- 239000002699 waste material Substances 0.000 abstract description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0275—Retaining or protecting walls characterised by constructional features cast in situ
Abstract
The invention discloses a retaining wall structure and a construction method thereof, wherein the retaining wall structure comprises: the supporting piles are arranged along the circumferential direction of the foundation pit, and crown beams are formed by pouring the upper parts of the supporting piles; one end of the embedded steel bar is anchored in the crown beam, and the other end of the embedded steel bar extends above the crown beam; and the retaining wall body is poured above the crown beam, and the other end of the embedded steel bar is anchored in the retaining wall body. The invention solves the problems of time and labor waste, high construction cost and long construction period of the existing retaining wall.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a retaining wall structure and a construction method thereof.
Background
The retaining wall is a structure for supporting roadbed filling or hillside soil and preventing the filling or soil from deforming and losing stability. In the cross section of the retaining wall, the part directly contacted with the foundation is called a base; the top surface of the wall opposite the base is called the wall top; the front end of the base is called a wall toe; the rear end of the base is called a butt.
The construction of current retaining wall wastes time and energy, and the cost is higher, and the time limit for a project is longer.
The information disclosed in this background section is only for enhancement of understanding of the general background of the invention and should not be taken as an acknowledgement or any form of suggestion that this information forms the prior art that is already known to a person skilled in the art.
Disclosure of Invention
In order to overcome the defects in the prior art, a retaining wall structure and a construction method thereof are provided so as to solve the problems that the construction of the existing retaining wall is time-consuming and labor-consuming, the construction cost is high and the construction period is long.
To achieve the above object, there is provided a retaining wall construction including:
the supporting piles are arranged along the circumferential direction of the foundation pit, and crown beams are formed by pouring the upper parts of the supporting piles;
planting bars, wherein one end of each planting bar is anchored in the crown beam, and the other end of each planting bar extends to the upper part of the crown beam; and
the retaining wall body is poured above the crown beam, and the other end of the embedded steel bar is anchored in the retaining wall body.
Furthermore, many the outside of a fender pile is beaten and is equipped with the waterproof curtain, the waterproof curtain is followed the circumference direction of foundation ditch sets up the round.
Furthermore, the crown beam is provided with a circle along the circumferential direction of the foundation pit, and an inner support is arranged on the inner side of the crown beam.
Further, the inner support is a concrete support.
Furthermore, a hardening and reinforcing layer is poured on the top of the soil body on the outer side of the retaining wall body, and the hardening and reinforcing layer is flush with the top of the retaining wall body.
Furthermore, the retaining wall is arranged on one side of the crown beam far away from the foundation pit.
The invention provides a construction method of a retaining wall structure, which comprises the following steps:
pouring a plurality of supporting piles along the circumferential direction of the foundation pit, and pouring the upper parts of the supporting piles to form a crown beam;
implanting embedded bars into the upper part of the crown beam, so that one ends of the embedded bars are anchored in the crown beam, and the other ends of the embedded bars extend to the upper part of the crown beam;
and pouring a retaining wall body above the crown beam, so that the other end of the embedded bar is anchored in the retaining wall body.
The retaining wall structure has the beneficial effects that the retaining wall structure fully utilizes the supporting piles and the crown beams which are good and stable in stress condition, and the retaining wall body is poured between the crown beams, so that the retaining wall structure has the characteristics of simple construction, safe stress, attractive appearance and the like, and not only can reduce the deformation and settlement of components, but also can save the cost.
Drawings
Other features, objects and advantages of the present application will become more apparent upon reading of the following detailed description of non-limiting embodiments thereof, made with reference to the accompanying drawings in which:
fig. 1 is a schematic structural view of a retaining wall structure according to an embodiment of the present invention.
Fig. 2 is a sectional view of a retaining wall construction according to an embodiment of the present invention.
Fig. 3 is an enlarged schematic view of an upper portion of a retaining wall structure according to an embodiment of the present invention.
Detailed Description
The present application will be described in further detail with reference to the following drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the relevant invention and not restrictive of the invention. It should be noted that, for convenience of description, only the portions related to the present invention are shown in the drawings.
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present application will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
Referring to fig. 1 to 3, the present invention provides a retaining wall construction including: a plurality of supporting piles 1, planting bars 2 and a retaining wall body 3.
In this embodiment, a plurality of support piles 1 are arranged in one turn in the circumferential direction of the foundation pit. And the crown beam 11 is formed on the upper parts of the plurality of supporting piles 1 in a pouring way. The crown beam is provided with a circle along the circumferential direction of the foundation pit and is a closed loop.
One end of the embedded bar 2 is anchored in the crown beam 11, and the other end of the embedded bar 2 extends to the upper part of the crown beam 11.
The retaining wall body 3 is cast over the crown beam 11. In this embodiment, the retaining wall body is a concrete retaining wall body. The other end of the planting bar 2 is anchored in the retaining wall body 3.
In a preferred embodiment, a waterproof curtain 4 is arranged outside the plurality of supporting piles 1. The waterproof curtain 4 is provided with a circle of closed loop along the circumferential direction of the foundation pit.
In this embodiment, after the plurality of support piles are completely poured, the crown beam is poured on the top of the support pile, and the crown beam 11 is arranged in a circle along the circumferential direction of the foundation pit. The inner support 6 is mounted on the inner side of the crown beam 11.
In a preferred embodiment, the inner support 6 is a concrete support.
In this embodiment, a hardened reinforcing layer 7 is cast on the top of the soil outside the retaining wall body 3. The hardened reinforcing layer 7 is flush with the top of the retaining wall body 3.
Referring to fig. 3, a retaining wall is disposed on a side of the crown beam 11 away from the excavation.
The invention provides a construction method of a retaining wall structure, which comprises the following steps:
s1: and pouring a plurality of supporting piles 1 along the circumferential direction of the foundation pit, and pouring the upper parts of the plurality of supporting piles 1 to form crown beams 11.
S2: and implanting the embedded bars 2 into the upper part of the crown beam 11, so that one ends of the embedded bars 2 are anchored in the crown beam 11, and the other ends of the embedded bars 2 extend to the upper part of the crown beam 11.
S3: and pouring the retaining wall body 3 above the crown beam 11, so that the other end of the embedded bar 2 is anchored in the retaining wall body 3.
The retaining wall structure fully utilizes the supporting piles and the crown beams which are good and stable in stress condition, and the retaining wall body is poured between the crown beams, so that the retaining wall structure has the characteristics of simple construction, safe stress, attractive appearance and the like, and not only can reduce deformation and settlement of components, but also can save cost.
The foregoing description is only exemplary of the preferred embodiments of the application and is illustrative of the principles of the technology employed. It will be appreciated by a person skilled in the art that the scope of the invention as referred to in the present application is not limited to the embodiments with a specific combination of the above-mentioned features, but also covers other embodiments with any combination of the above-mentioned features or their equivalents without departing from the inventive concept. For example, the above features may be replaced with (but not limited to) features having similar functions disclosed in the present application.
Claims (7)
1. A retaining wall construction, comprising:
the supporting piles are arranged along the circumferential direction of the foundation pit, and crown beams are formed by pouring the upper parts of the supporting piles;
one end of the embedded steel bar is anchored in the crown beam, and the other end of the embedded steel bar extends above the crown beam; and
the retaining wall body is poured above the crown beam, and the other end of the embedded steel bar is anchored in the retaining wall body.
2. A retaining wall construction according to claim 1, characterized in that a waterproof curtain is driven outside a plurality of the support piles, the waterproof curtain being provided in a circle in a circumferential direction of the foundation pit.
3. A retaining wall construction according to claim 1, characterized in that the crown beams are arranged in a circle in the circumferential direction of the foundation pit, and inner supports are installed at the inner sides of the crown beams.
4. A retaining wall construction according to claim 3 wherein the inner support is a concrete support.
5. A retaining wall construction according to claim 1, characterized in that the top of the soil mass outside the retaining wall body is cast with a hardened reinforcing layer, which is flush with the top of the retaining wall body.
6. A retaining wall construction according to claim 5, characterized in that the retaining wall is provided on the side of the crown beam remote from the foundation pit.
7. A construction method of a retaining wall structure according to any one of claims 1 to 6, characterized by comprising the steps of:
pouring a plurality of supporting piles along the circumferential direction of the foundation pit, and pouring the upper parts of the supporting piles to form crown beams;
implanting a planting bar at the upper part of the crown beam, so that one end of the planting bar is anchored in the crown beam, and the other end of the planting bar extends to the upper part of the crown beam;
and pouring a retaining wall body above the crown beam, so that the other end of the embedded bar is anchored in the retaining wall body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210506940.2A CN115182378A (en) | 2022-05-10 | 2022-05-10 | Retaining wall structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210506940.2A CN115182378A (en) | 2022-05-10 | 2022-05-10 | Retaining wall structure and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN115182378A true CN115182378A (en) | 2022-10-14 |
Family
ID=83514192
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210506940.2A Pending CN115182378A (en) | 2022-05-10 | 2022-05-10 | Retaining wall structure and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN115182378A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN206591379U (en) * | 2017-01-24 | 2017-10-27 | 中铁第四勘察设计院集团有限公司 | A kind of band barricade capping beam for reducing high ferro Roadbed Deformation |
| CN207211158U (en) * | 2017-08-23 | 2018-04-10 | 甘肃中建市政工程勘察设计研究院 | Assembled pile board wall foundation pit supporting construction |
| CN207419519U (en) * | 2017-11-15 | 2018-05-29 | 江苏省岩土工程公司 | A kind of campshed supporting is with helping the structural system that arm-type barricade is combined |
| CN109403341A (en) * | 2018-10-31 | 2019-03-01 | 中建局集团建设发展有限公司 | A kind of compound gravity retaining wall structure of soft clay area ultra-deep foundation pit and its engineering method |
| KR20190083466A (en) * | 2018-01-04 | 2019-07-12 | 롯데건설 주식회사 | Retaining wall and construction method thereof |
-
2022
- 2022-05-10 CN CN202210506940.2A patent/CN115182378A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN206591379U (en) * | 2017-01-24 | 2017-10-27 | 中铁第四勘察设计院集团有限公司 | A kind of band barricade capping beam for reducing high ferro Roadbed Deformation |
| CN207211158U (en) * | 2017-08-23 | 2018-04-10 | 甘肃中建市政工程勘察设计研究院 | Assembled pile board wall foundation pit supporting construction |
| CN207419519U (en) * | 2017-11-15 | 2018-05-29 | 江苏省岩土工程公司 | A kind of campshed supporting is with helping the structural system that arm-type barricade is combined |
| KR20190083466A (en) * | 2018-01-04 | 2019-07-12 | 롯데건설 주식회사 | Retaining wall and construction method thereof |
| CN109403341A (en) * | 2018-10-31 | 2019-03-01 | 中建局集团建设发展有限公司 | A kind of compound gravity retaining wall structure of soft clay area ultra-deep foundation pit and its engineering method |
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