CN218060885U - Steel net film grouting wall structure - Google Patents
Steel net film grouting wall structure Download PDFInfo
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- CN218060885U CN218060885U CN202221202042.XU CN202221202042U CN218060885U CN 218060885 U CN218060885 U CN 218060885U CN 202221202042 U CN202221202042 U CN 202221202042U CN 218060885 U CN218060885 U CN 218060885U
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Abstract
The utility model discloses a steel mesh film grouting wall structure, which comprises a keel frame (1), wherein a plurality of groups of steel plate mesh units (2) are sequentially arranged from the two sides of the keel frame (1) to the lower part and the upper part in the transverse direction, and grouting material is arranged between the steel plate mesh units (2) at the two sides; the steel plate net unit (2) comprises two steel plate nets (3), and a plurality of rows of net holes (301) which are arranged in a matrix are formed in the steel plate nets (3); in the steel plate net unit (2), a reinforcing rib (302) is arranged at the joint of the two steel plate nets (3), and V-shaped joint ribs (201) are respectively arranged on the upper side and the lower side of the steel plate net unit (2). The utility model discloses can have stable in structure, practice thrift characteristics such as land resource.
Description
Technical Field
The utility model relates to a wall structure, especially a steel mesh membrane wall structure that is in milk.
Background
The building is usually made of brick masonry, which is an integral material made of bricks and mortar, and is a building material which is widely used at present. Whether dispose the reinforcing bar in the brickwork, divide into no muscle brick brickwork and arrangement of reinforcement brick brickwork. Under the action of uniform pressure, the bricks in the masonry are not in a uniform compression state, but are in a complex stress state and are subjected to the combined action of larger bending, shearing and tensile stress. Depending on the arrangement of the reinforcing bars, the destruction of the brickwork is not a result of the bricks being crushed first, but rather as a result of the bricks being bent, sheared or pulled, the flexural strength of the brickwork being much lower than the compressive strength of the bricks. If the mortar in the horizontal mortar joint is full, dense and uniform, and the mortar joint has proper thickness, the complex stress state of a single brick in the masonry is necessarily improved, the uniform stress of the wall body and the reinforced integrity are ensured, and the compressive strength of the masonry is improved. The brick of building a wall commonly used simultaneously is clay brick, and the firing of clay brick needs to exploit a large amount of clay raw materials, needs sintering under the high temperature state, and the yield of clay brick is not 100%, and the loss in the transportation can reduce the rate of utilization of clay in addition, has further increaseed the demand that the clay was exploited. The brick masonry wastes non-renewable clay resources, needs a large amount of fuel to burn to provide sintering heat, and does not accord with the theme of green environmental protection at present. Therefore, a steel mesh membrane grouting wall structure with stable structure and saved land resources is needed to solve the above problems.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a steel mesh membrane wall structure that is in milk. The utility model discloses can have stable in structure, practice thrift characteristics such as land resource.
The technical scheme of the utility model: a steel mesh film grouting wall structure comprises a keel frame, wherein a plurality of groups of steel plate mesh units are sequentially arranged from two sides of the keel frame to the bottom and from the top in a transverse direction, and grouting materials are arranged between the steel plate mesh units on the two sides; the steel plate net unit comprises two steel plate nets, and a plurality of rows of meshes which are arranged in a matrix are arranged on the steel plate nets; in the steel plate net unit, a reinforcing rib is arranged at the joint of the two steel plate nets, and V-shaped joint ribs are respectively arranged on the upper side and the lower side of the steel plate net unit.
In the steel net film grouting wall structure, the shape of the meshes is a parallelogram.
In the steel mesh film grouting wall structure, two steel mesh plates are symmetrically arranged in the steel mesh plate unit relative to the reinforcing ribs.
In the steel net film grouting wall structure, the steel plate net units and the keel frame are connected by T-shaped spiral steel nails or threaded screws, and the connecting position is located in the middle of the joint of the V-shaped joint rib and the keel frame.
In the steel mesh film grouting wall structure, steel braces are arranged on the inner sides of the V-shaped joint ribs.
In the steel mesh membrane grouting wall structure, the V-shaped joint ribs on two sides of the keel frame are arranged in a staggered manner.
In the steel mesh film grouting wall structure, the steel mesh units are galvanized steel mesh, the width of the steel mesh units is less than or equal to 100mm, and the thickness of the steel mesh units is more than or equal to 0.35mm.
Compared with the prior art, the utility model discloses following beneficial effect has:
1. the utility model comprises a keel frame, wherein a plurality of groups of steel plate net units are arranged in the two sides of the keel frame from bottom to top in a transverse manner, and grouting material is arranged between the steel plate net units on the two sides; the steel plate net unit comprises two steel plate nets, and the steel plate nets are provided with a plurality of rows of meshes arranged in a matrix; steel sheet net unit in, two the junction of steel sheet net is equipped with the strengthening rib, and both sides are equipped with V-arrangement seam muscle respectively about the steel sheet net unit, and the V-arrangement seam muscle of adjacent steel sheet net unit overlaps to settle, traditional brick brickwork relatively, the utility model discloses an inside grout material of evenly pouring, the utility model discloses an inside atress is more even and strengthen the wholeness, has improved compressive strength, stable in structure, and does not need clay brick, has practiced thrift a large amount of non-renewable clay resources.
2. The utility model discloses a shape of mesh is parallelogram, in the unit is netted to the steel sheet, two the steel sheet net about strengthening rib symmetry setting, compare traditional steel sheet net, single stress conversion of horizontal direction is two opposite direction's power in the unit is netted to the steel sheet, has further improved structural stability.
3. The utility model discloses a steel plate net unit adopts T shape spiral steel chain riveting or threaded screw to be connected with keel frame, and the position of connecting is located the middle part of V-arrangement seam muscle and keel frame handing-over department, is located the dislocation of the V-arrangement seam muscle of keel frame both sides, and V-arrangement seam muscle inboard still is equipped with the steel brace and splits in order to prevent steel plate net when the grout, makes the utility model discloses an overall structure is more stable.
Drawings
FIG. 1 is a schematic view of the present invention;
FIG. 2 is a partial schematic view of a steel mesh unit;
FIG. 3 is a partial schematic view of where the steel expanded metal unit is installed;
fig. 4 is a schematic cross-sectional view of the present invention.
The labels in the figures are: the steel plate mesh structure comprises 1-keel frame, 2-steel plate mesh units, 3-steel plate mesh, 4-T-shaped spiral steel row nails, 201-V-shaped joint ribs, 202-steel braces, 301-mesh holes and 302-reinforcing ribs.
Detailed Description
A steel mesh film grouting wall structure is shown in figures 1-4 and comprises a keel frame 1, wherein a plurality of groups of steel plate mesh units 2 are sequentially arranged from two sides of the keel frame 1 to the bottom and from the top in a transverse mode, and grouting materials are arranged between the steel plate mesh units 2 on the two sides; the steel plate net unit 2 comprises two steel plate nets 3, and a plurality of rows of net holes 301 arranged in a matrix are formed in the steel plate nets 3; in the steel plate net unit 2, a reinforcing rib 302 is arranged at the joint of the two steel plate nets 3, the upper side and the lower side of the steel plate net unit 2 are respectively provided with a V-shaped joint rib 201, and the V-shaped joint ribs 201 of the adjacent steel plate net units 2 are arranged in an overlapping mode during installation. As shown in fig. 2, the mesh holes 301 are formed in a parallelogram shape, and two steel plate nets 3 are symmetrically arranged about the reinforcing ribs 302 in the steel plate net unit 2. As shown in fig. 3, the steel plate net unit 2 and the keel frame 1 are connected by using T-shaped spiral steel nails 4 or threaded screws, the connection position is located in the middle of the joint of the V-shaped joint rib 201 and the keel frame 1, and a steel brace 202 is arranged inside the V-shaped joint rib 201 to prevent the steel plate net 3 from being cracked during grouting. As shown in fig. 4, the V-shaped seam ribs 201 on both sides of the keel frame 1 are arranged in a staggered manner. The steel plate net unit 2 is a galvanized steel plate net, the width of the steel plate net unit 2 is less than or equal to 100mm, and the thickness of the steel plate net unit 2 is more than or equal to 0.35mm.
The working principle is as follows:
the utility model comprises a keel frame, wherein a plurality of groups of steel plate net units are arranged on two sides of the keel frame from bottom to top in a transverse manner, and grouting material is arranged between the steel plate net units on the two sides; the steel plate net unit comprises two steel plate nets, and a plurality of rows of meshes which are arranged in a matrix are arranged on the steel plate nets; steel sheet net unit in, two the junction of steel sheet net is equipped with the strengthening rib, and both sides are equipped with V-arrangement seam muscle respectively about the steel sheet net unit, and the V-arrangement seam muscle of adjacent steel sheet net unit overlaps to settle, traditional brick brickwork relatively, the utility model discloses an inside grout material of evenly pouring, the utility model discloses an inside atress is more even and strengthen the wholeness, has improved compressive strength, stable in structure, and does not need clay brick, has practiced thrift a large amount of non-renewable clay resources. Secondly, the utility model discloses a shape of mesh is parallelogram, in the steel sheet net unit, two the steel sheet net set up about the strengthening rib symmetry, compare traditional steel sheet net, single stress conversion of horizontal direction is two opposite direction's power in the steel sheet net unit, has further improved structural stability. Additionally, the utility model discloses a steel plate net unit adopts T shape spiral steel chain riveting or threaded screw to be connected with keel frame, and the position of connecting is located the middle part of V-arrangement seam muscle and keel frame handing-over department, is located the dislocation of the V-arrangement seam muscle of keel frame both sides, and V-arrangement seam muscle inboard still is equipped with the steel brace and splits in order to prevent steel plate net when the grout, makes the utility model discloses an overall structure is more stable.
Claims (7)
1. The utility model provides a steel mesh membrane wall structure that is in milk, includes keel frame (1), its characterized in that: a plurality of groups of steel plate net units (2) are arranged on the two sides of the keel frame (1) from bottom to top in sequence, and grouting materials are arranged between the steel plate net units (2) on the two sides; the steel plate net unit (2) comprises two steel plate nets (3), and a plurality of rows of net holes (301) which are arranged in a matrix are formed in the steel plate nets (3); in the steel plate net unit (2), a reinforcing rib (302) is arranged at the joint of the two steel plate nets (3), and V-shaped joint ribs (201) are respectively arranged on the upper side and the lower side of the steel plate net unit (2).
2. The steel mesh film grouting wall structure according to claim 1, wherein: the shape of the mesh (301) is a parallelogram.
3. The steel mesh film grouting wall structure according to claim 1, wherein: in the steel plate net unit (2), the two steel plate nets (3) are symmetrically arranged relative to the reinforcing ribs (302).
4. The steel mesh film grouting wall structure according to claim 1, wherein: the steel plate net units (2) and the keel frame (1) are connected through T-shaped spiral steel row nails (4) or threaded screws, and the connecting positions are located in the middle of the joint of the V-shaped joint ribs (201) and the keel frame (1).
5. The steel mesh film grouting wall structure according to claim 1, wherein: and steel bracing strips (202) are arranged on the inner sides of the V-shaped joint ribs (201).
6. The steel mesh film grouting wall structure according to claim 1, wherein: and V-shaped joint ribs (201) positioned on two sides of the keel frame (1) are arranged in a staggered manner.
7. The steel mesh film grouting wall structure according to claim 1, wherein: the steel plate net unit (2) is a galvanized steel plate net, the width of the steel plate net unit (2) is less than or equal to 100mm, and the thickness of the steel plate net unit (2) is more than or equal to 0.35mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221202042.XU CN218060885U (en) | 2022-05-18 | 2022-05-18 | Steel net film grouting wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221202042.XU CN218060885U (en) | 2022-05-18 | 2022-05-18 | Steel net film grouting wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218060885U true CN218060885U (en) | 2022-12-16 |
Family
ID=84430827
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221202042.XU Active CN218060885U (en) | 2022-05-18 | 2022-05-18 | Steel net film grouting wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218060885U (en) |
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2022
- 2022-05-18 CN CN202221202042.XU patent/CN218060885U/en active Active
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