CN210597365U - Assembled strip lattice type retaining wall - Google Patents
Assembled strip lattice type retaining wall Download PDFInfo
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- CN210597365U CN210597365U CN201920832550.8U CN201920832550U CN210597365U CN 210597365 U CN210597365 U CN 210597365U CN 201920832550 U CN201920832550 U CN 201920832550U CN 210597365 U CN210597365 U CN 210597365U
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Abstract
The utility model relates to an assembled strip lattice type retaining wall, which is formed by alternately building hollow box-shaped reinforced concrete members with clapboards from bottom to top layer by layer, wherein sand is filled in the lattice-shaped cavities of the box-shaped reinforced concrete members; the box-shaped reinforced concrete members are provided with upper convex members at the tops and grooves at the bottoms, and when the upper and lower layers of box-shaped reinforced concrete members are built, the upper convex members of the lower layer of box-shaped reinforced concrete members are inserted into the grooves of the upper layer of box-shaped reinforced concrete members to be assembled in a matching manner. The assembled strip-lattice retaining wall can provide a retaining structure, replaces partial masonry by using local materials, is assembled quickly on site after being prefabricated in an industrial manner, can be produced in an industrial manner, has high construction efficiency, uses the local materials, saves cost, and has safe and beautiful structure; the method is suitable for roadbed retaining engineering construction in various industries such as railways, highways and the like, and has application advantages in areas with severe field construction conditions or abundant materials such as sand and the like.
Description
Technical Field
The utility model belongs to the technical field of a fender structure, concretely relates to pin-connected panel strip check type retaining wall.
Background
The assembly type structure is one of important directions for the development of railway and highway subgrades, is favorable for the industrialized development of traffic construction, can reduce the influence of subgrade construction on the environment, is favorable for accelerating the construction progress and is also favorable for improving the quality of subgrade construction projects.
The application of the assembly type structure in the fields of railways and highway subgrades is relatively less, the assembly type structure is limited to small reinforced concrete prefabricated components such as drainage ditches and cable troughs at present, in addition, the assembly type retaining wall is also applied to a certain extent, but most of the assembly type retaining wall is not large in height and is a common work point with importance, and in the field of high-speed railway subgrades, the application of the assembly type retaining wall is rarely applied to engineering cases.
The gravity type retaining wall mainly depends on self gravity to resist the soil pressure behind the wall so as to ensure the stability of the wall body, has the advantage of smaller excavation surface, but has the defects of needing on-site formwork erection and masonry, low construction efficiency and large influence of weather conditions on construction operation.
Disclosure of Invention
The utility model aims at providing a pin-connected panel strip check type retaining wall is a local materials and does benefit to batch production, and the efficiency of construction is high and save the novel retaining structure of cost.
The utility model discloses the technical scheme who adopts does:
the utility model provides a pin-connected panel strip check type retaining wall which characterized in that:
the box-shaped reinforced concrete member is formed by alternately building hollow box-shaped reinforced concrete members with partition plates from bottom to top layer by layer, and sand is filled in a lattice-shaped cavity of each box-shaped reinforced concrete member.
The box-shaped reinforced concrete members are provided with upper convex members at the tops and grooves at the bottoms, and when the upper and lower layers of box-shaped reinforced concrete members are built, the upper convex members of the lower layer of box-shaped reinforced concrete members are inserted into the grooves of the upper layer of box-shaped reinforced concrete members to be assembled in a matching manner.
The box-shaped reinforced concrete member comprises a standard member, the whole body is in a cuboid shape, upright end plates are arranged on the two transverse sides, upright connecting plates are arranged on the two longitudinal sides, a horizontal bottom plate is arranged at the bottom, a reserved structure assembling space is arranged on the bottom of the reserved structure assembling space, a plurality of upright partition plates parallel to the end plates are arranged in an inner cavity, and the cavity of the box-shaped reinforced concrete member is divided;
the top parts of the end plates and the partition plates are protruded upwards to be used as protruded components, and the bottom parts of the end plates and the partition plates are sunken upwards to be used as grooves.
The box-shaped reinforced concrete member comprises a boundary member, the whole body is in a cuboid shape, upright end plates are arranged on the two transverse sides, upright connecting plates are arranged on the two longitudinal sides, a horizontal bottom plate is arranged at the bottom, a reserved structure assembling space is arranged on the bottom of the reserved structure assembling space, a plurality of upright partition plates parallel to the end plates are arranged in an inner cavity, and the cavity of the box-shaped reinforced concrete member is divided; the transverse width of the box-shaped reinforced concrete member is smaller than that of the standard member, and when the box-shaped reinforced concrete member is built in a staggered manner layer by layer from bottom to top, the gap of the edge is filled;
the top parts of the end plates and the partition plates are protruded upwards to be used as protruded components, and the bottom parts of the end plates and the partition plates are sunken upwards to be used as grooves.
The box-shaped reinforced concrete member comprises a base member, the whole body is in a cuboid shape, upright end plates are arranged on the two transverse sides of the base member, upright connecting plates are arranged on the two longitudinal sides of the base member, a horizontal bottom plate is arranged at the bottom of the base member, and a plurality of upright partition plates parallel to the end plates are arranged in an internal cavity to divide the cavity of the box-shaped reinforced concrete member;
the top of the end plate and the top of the clapboard protrude upwards to be used as an upward protruding component, and the box-shaped reinforced concrete component is used as a bottom component when being alternately built layer by layer from bottom to top.
The base member has a longitudinal width greater than that of the upper member to form an enlarged base at the bottom of the retaining wall.
The box-shaped reinforced concrete member comprises a cap stone member which is in a cuboid shape as a whole, upright end plates are arranged on the two transverse sides of the box-shaped reinforced concrete member, upright connecting plates are arranged on the two longitudinal sides of the box-shaped reinforced concrete member, a horizontal top plate is arranged on the top of the box-shaped reinforced concrete member, and a plurality of upright partition plates parallel to the end plates are arranged in an internal cavity to partition the cavity of the box-shaped reinforced concrete member;
the bottom upper recesses of the end plates and the partition plates are used as grooves, and the box-shaped reinforced concrete members are used as top-layer members when being alternately built layer by layer from bottom to top.
The utility model has the advantages of it is following:
the utility model discloses a pin-connected panel strip check type retaining wall is a retaining structure, replaces partial masonry through drawing materials locally, and on-the-spot quick assembly after the batch production prefabrication, this structure has following advantage: the method has the advantages of industrial production, high construction efficiency, local material utilization, cost saving, safe and beautiful structure; the method is suitable for roadbed retaining engineering construction in various industries such as railways, highways and the like, and has application advantages in areas with severe field construction conditions or abundant materials such as sand and the like.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a front view of FIG. 1;
FIG. 3 is a right side view of FIG. 1;
FIG. 4 is a detailed view of the structure of the master member (1);
FIG. 5 is a detailed view of the construction of the border element (2);
FIG. 6 is a detailed view of the structure of the base member (3);
fig. 7 is a detailed view of the structure of the cap stone member (4).
In FIGS. 1 to 7, 1 is a standard member, 2 is a boundary member, 3 is a base member, 4 is a cap stone member, and 5 is sand.
Detailed Description
The present invention will be described in detail with reference to the following embodiments.
The utility model relates to a pin-connected panel strip check type retaining wall comprises the crisscross building of the box reinforced concrete component of cavity area baffle from bottom to top successive layer, and the latticed cavity intussuseption of box reinforced concrete component is filled with materials such as sand 5. The box-shaped reinforced concrete members are provided with upper convex members at the tops and grooves at the bottoms, and when the upper and lower layers of box-shaped reinforced concrete members are built, the upper convex members of the lower layer of box-shaped reinforced concrete members are inserted into the grooves of the upper layer of box-shaped reinforced concrete members to be assembled in a matching manner.
The box-shaped reinforced concrete member comprises four forms, namely a standard member 1, a boundary member 2, a base member 3 and a capping stone member 4, wherein the standard member 1 and the boundary member 2 are used as wall bodies of the retaining wall in a staggered arrangement, the base member 3 is arranged at the bottom of the retaining wall, the capping stone member 4 is arranged at the top of the retaining wall, and the concrete structural forms of the members are as follows:
1. the standard component 1 is integrally rectangular, upright end plates are arranged on two transverse sides, upright connecting plates are arranged on two longitudinal sides, a horizontal bottom plate is arranged at the bottom, a reserved structure assembling space is arranged on the bottom of the standard component, a plurality of upright partition plates parallel to the end plates are arranged in an inner cavity, and the cavity of the box-shaped reinforced concrete component is divided; the top parts of the end plates and the partition plates are protruded upwards to be used as protruded components, and the bottom parts of the end plates and the partition plates are sunken upwards to be used as grooves.
2. The boundary member 2 is integrally rectangular, upright end plates are arranged on two transverse sides, upright connecting plates are arranged on two longitudinal sides, a horizontal bottom plate is arranged at the bottom, a reserved structure assembling space is arranged on the bottom of the boundary member, a plurality of upright partition plates parallel to the end plates are arranged in an inner cavity, and the cavity of the box-shaped reinforced concrete member is divided; the transverse width of the box-shaped reinforced concrete member is smaller than that of the standard member 1, and when the box-shaped reinforced concrete member is built in a staggered manner from bottom to top layer by layer, the gap of the edge is filled; the top parts of the end plates and the partition plates are protruded upwards to be used as protruded components, and the bottom parts of the end plates and the partition plates are sunken upwards to be used as grooves.
3. The base component 3 is integrally rectangular, upright end plates are arranged on the two transverse sides, upright connecting plates are arranged on the two longitudinal sides, a horizontal bottom plate is arranged at the bottom, and a plurality of upright partition plates parallel to the end plates are arranged in an internal cavity to divide the cavity of the box-shaped reinforced concrete component; the top of the end plate and the top of the clapboard protrude upwards to be used as an upward protruding component, and the box-shaped reinforced concrete component is used as a bottom component when being alternately built layer by layer from bottom to top. The base member 3 has a longitudinal width greater than that of the upper layer member, forming an enlarged base at the bottom of the retaining wall.
4. The hat stone component 4 is integrally rectangular, vertical end plates are arranged on the two transverse sides, vertical connecting plates are arranged on the two longitudinal sides, a horizontal top plate is arranged at the top, a plurality of vertical partition plates parallel to the end plates are arranged in an internal cavity, and the cavity of the box-shaped reinforced concrete component is divided; the bottom upper recesses of the end plates and the partition plates are used as grooves, and the box-shaped reinforced concrete members are used as top-layer members when being alternately built layer by layer from bottom to top.
The utility model discloses when the engineering is used, prefabricated standard component 1 of batch production in earlier stage, boundary member 2, basement component 3 and cap stone component 4, then concentrate and transport to the job site, then toward standard component 1, fill materials such as sand in boundary member 2 and basement component 3's cavity position, then hoist and mount assembly operation, at first barricade bottom hoist and mount base component 3, then stagger joint hoist and mount standard component 1 on the first layer, boundary member 2, it is inseparable to ensure simultaneously that the ring phase of structure room is buckled mutually, hoist and mount stagger joint hoist and mount standard component 1 on the second floor immediately, boundary member 2, later each layer is repeated above work until below the barricade top, hoist and mount cap stone component 4 at the barricade top at last, during the hoist and mount operation of above each layer, need the construction of the inverted filter layer behind the completion wall of synchronous fit.
The assembled gravity retaining wall changes the existing construction process of the gravity retaining wall cast-in-place, does not use a template any more, but uses local materials to perform factory prefabrication production and field assembly, improves the construction efficiency, has controllable engineering quality and saves the manufacturing cost.
The content of the present invention is not limited to the examples, and any equivalent transformation adopted by the technical solution of the present invention is covered by the claims of the present invention by those skilled in the art through reading the present invention.
Claims (6)
1. The utility model provides a pin-connected panel strip check type retaining wall which characterized in that:
the box-shaped reinforced concrete member is formed by alternately building hollow box-shaped reinforced concrete members with partition plates from bottom to top layer by layer, and sand (5) is filled in a grid-shaped cavity of each box-shaped reinforced concrete member;
the box-shaped reinforced concrete members are provided with upper convex members at the tops and grooves at the bottoms, and when the upper and lower layers of box-shaped reinforced concrete members are built, the upper convex members of the lower layer of box-shaped reinforced concrete members are inserted into the grooves of the upper layer of box-shaped reinforced concrete members to be assembled in a matching manner.
2. A sectional strip type retaining wall according to claim 1, characterized in that:
the box-shaped reinforced concrete member comprises a standard member (1), the whole body of the box-shaped reinforced concrete member is in a cuboid shape, upright end plates are arranged on two transverse sides, upright connecting plates are arranged on two longitudinal sides, a horizontal bottom plate is arranged at the bottom, a reserved structure assembling space is arranged on the bottom of the reserved structure assembling space, a plurality of upright partition plates parallel to the end plates are arranged in an inner cavity, and the cavity of the box-shaped reinforced concrete member is divided;
the top parts of the end plates and the partition plates are protruded upwards to be used as protruded components, and the bottom parts of the end plates and the partition plates are sunken upwards to be used as grooves.
3. A sectional strip form retaining wall according to claim 2, wherein:
the box-shaped reinforced concrete member comprises a boundary member (2), the whole body of the box-shaped reinforced concrete member is in a cuboid shape, upright end plates are arranged on the two transverse sides, upright connecting plates are arranged on the two longitudinal sides, a horizontal bottom plate is arranged at the bottom, a reserved structure assembling space is arranged on the bottom of the reserved structure assembling space, a plurality of upright partition plates parallel to the end plates are arranged in an inner cavity, and the cavity of the box-shaped reinforced concrete member is divided; the transverse width of the box-shaped reinforced concrete member is smaller than that of the standard member (1), and when the box-shaped reinforced concrete member is built in a staggered manner from bottom to top layer by layer, the gap of the edge is filled;
the top parts of the end plates and the partition plates are protruded upwards to be used as protruded components, and the bottom parts of the end plates and the partition plates are sunken upwards to be used as grooves.
4. A sectional strip retaining wall according to claim 3, wherein:
the box-shaped reinforced concrete member comprises a base member (3), the whole body of the box-shaped reinforced concrete member is in a cuboid shape, upright end plates are arranged on two transverse sides, upright connecting plates are arranged on two longitudinal sides, a horizontal bottom plate is arranged at the bottom of the box-shaped reinforced concrete member, a plurality of upright partition plates parallel to the end plates are arranged in an internal cavity, and the cavity of the box-shaped reinforced concrete member is divided;
the top of the end plate and the top of the clapboard protrude upwards to be used as an upward protruding component, and the box-shaped reinforced concrete component is used as a bottom component when being alternately built layer by layer from bottom to top.
5. A sectional strip form retaining wall according to claim 4, wherein:
the base member (3) has a longitudinal width greater than that of the upper member, and forms an enlarged base at the bottom of the retaining wall.
6. A sectional strip form retaining wall according to claim 5, wherein:
the box-shaped reinforced concrete member comprises a capping stone member (4), the whole body of the box-shaped reinforced concrete member is in a cuboid shape, the two transverse sides of the box-shaped reinforced concrete member are provided with upright end plates, the two longitudinal sides of the box-shaped reinforced concrete member are provided with upright connecting plates, the top of the box-shaped reinforced concrete member is provided with a horizontal top plate, and a plurality of upright partition plates parallel to the end plates are arranged in an inner cavity to divide the cavity of;
the bottom upper recesses of the end plates and the partition plates are used as grooves, and the box-shaped reinforced concrete members are used as top-layer members when being alternately built layer by layer from bottom to top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920832550.8U CN210597365U (en) | 2019-06-04 | 2019-06-04 | Assembled strip lattice type retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920832550.8U CN210597365U (en) | 2019-06-04 | 2019-06-04 | Assembled strip lattice type retaining wall |
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| Publication Number | Publication Date |
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| CN210597365U true CN210597365U (en) | 2020-05-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920832550.8U Active CN210597365U (en) | 2019-06-04 | 2019-06-04 | Assembled strip lattice type retaining wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235647A (en) * | 2021-05-12 | 2021-08-10 | 沈阳促晋科技有限公司 | Assembled concrete strip-shaped tooth groove member retaining wall |
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2019
- 2019-06-04 CN CN201920832550.8U patent/CN210597365U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235647A (en) * | 2021-05-12 | 2021-08-10 | 沈阳促晋科技有限公司 | Assembled concrete strip-shaped tooth groove member retaining wall |
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