CN217652053U

CN217652053U - Conical hollow internal mold anti-seismic steel mesh wall

Info

Publication number: CN217652053U
Application number: CN202220780260.5U
Authority: CN
Inventors: 赵海燕; 邹本宁; 邹梦珂
Original assignee: Lagood Construction & Engineering Co ltd
Current assignee: Lagood Construction & Engineering Co ltd
Priority date: 2022-03-31
Filing date: 2022-03-31
Publication date: 2022-10-25
Anticipated expiration: 2032-03-31

Abstract

The utility model discloses a conical cavity centre form antidetonation steel mesh wall body, including the otter board, the otter board has two-layerly, and relative symmetry fixes in the steel mesh wall body and forms regular cavity hole, the steel mesh wall body still includes the drawknot muscle and strengthens the post, the steel mesh wall body is conical arranging, the drawknot muscle is located the upper and lower both ends of steel mesh wall body, the surface evenly distributed of otter board has a plurality of holes, and the shape of otter board is corresponding with the outline of steel mesh wall body, it spouts the concrete in the cavity hole not contain the cavity hole who strengthens the post to strengthen the post symmetrical arrangement. The utility model provides a conical cavity centre form antidetonation steel mesh wall body, with low costs, energy-conserving effectual, construction quality assurance.

Description

Conical hollow internal mold anti-seismic steel mesh wall

Technical Field

The utility model relates to a building and energy-conserving field especially relate to a conical cavity centre form antidetonation steel mesh wall body.

Background

At present, for the special-shaped wall with high energy-saving effect requirement, three construction methods are provided: the first construction method is the internal thermal insulation of the external wall, the second construction method is the external thermal insulation of the external wall, and the third construction method is the internal and external thermal insulation of the external wall, and the common characteristics of the three construction methods of the special-shaped wall are that on the basis of the painted external wall, a thermal insulation layer is adhered to the inner surface and the outer surface of the external wall, after the thermal insulation layer is constructed, a protective layer is added to the surface of the thermal insulation layer, the process of the whole construction process is very complex, the cost is high, the energy-saving effect is poor, and the thermal insulation layer is adhered to the wall surface, so that the construction quality such as empty shell and cracking can occur.

SUMMERY OF THE UTILITY MODEL

In view of the above-mentioned not enough that present abnormal shape wall exists, the utility model provides a conical cavity centre form antidetonation steel mesh wall body with low costs, construction quality assurance, energy-conserving effectual.

In order to achieve the above object, the embodiments of the present invention adopt the following technical solutions:

the utility model provides a conical cavity centre form antidetonation steel mesh wall body, includes the otter board, the otter board has two-layerly, and relative symmetry fixes and forms regular cavity hole in the steel mesh wall body, the steel mesh wall body still includes drawknot muscle and reinforcement post, the steel mesh wall body is the conical arrangement, the drawknot muscle is located the upper and lower both ends of steel mesh wall body, the surface evenly distributed of otter board has a plurality of holes, and the shape of otter board corresponds with the outline of steel mesh wall body, reinforcement post symmetrical arrangement is in the cavity hole, do not contain the cavity downthehole concrete that spouts of reinforcement post.

According to the utility model discloses an aspect, the steel mesh wall body is still including roof beam or the basal layer that is located steel mesh wall body both ends from top to bottom, be located the last mounting of steel mesh wall body upper end and be located the lower mounting of steel mesh wall body lower extreme, the steel mesh wall body is fixed respectively on roof beam and basal layer through last mounting, lower mounting, and the upper and lower both ends of stiffening column and steel mesh wall body all are connected with roof beam, basal layer respectively through the drawknot muscle.

According to one aspect of the present invention, the mesh plate is assembled by a plurality of mesh sheets; the upper fixing piece and the lower fixing piece are both L-shaped components, the L-shaped components are arc-shaped, and the arc-shaped components correspond to the outline of the outer wall.

According to an aspect of the utility model, the one end of drawknot muscle is fixed in the cavity, and the other end of drawknot muscle is fixed in roof beam or basic in situ.

According to the utility model discloses an aspect, the steel mesh wall body still includes cement mortar or pea gravel concrete, vertical keel and horizontal reinforcement, vertical keel is located the cavity hole, the shape of horizontal reinforcement is corresponding with the outline of steel mesh wall body, and the distance between the adjacent horizontal reinforcement is not less than 5cm, cement mortar or pea gravel concrete cover on the surface of otter board.

According to an aspect of the present invention, the lateral reinforcement is fixed to the vertical keel.

According to one aspect of the present invention, the reinforcing column is formed by wrapping cement mortar or fine aggregate concrete on the surface of the vertical keel.

According to the utility model discloses an aspect, the shape of horizontal reinforcement is circular, and the both ends of horizontal reinforcement are fixed with the enhancement post, and middle and vertical fossil fragments are fixed.

The utility model discloses the advantage of implementing: the utility model discloses a steel mesh wall body is conical to be arranged, including the otter board, the drawknot muscle, strengthen post and vertical fossil fragments, because the shape of otter board is corresponding with the outline of steel mesh wall body, the surface of otter board generally evenly distributed has the hole, when wall materials such as cement mortar or pea gravel concrete cover the surface at the otter board, wall materials can firmly adhere on the otter board, when guaranteeing steel mesh wall body quality, the construction is very simple, the upper and lower both ends of reinforcement post and steel mesh wall body all are connected with roof beam, foundation layer respectively through the drawknot muscle, in addition strengthen the post symmetrical arrangement in the cavity, improve the bearing capacity of wall body, thereby construction quality has been guaranteed; in addition, the net plate is relatively fixed in the steel net wall body and forms regular hollow holes, so that the weight of the steel net wall body can be reduced, the cost is reduced, and the energy-saving effect is good.

Drawings

In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.

Fig. 1 is a schematic view of a conical hollow internal mold earthquake-proof steel mesh wall body according to the present invention;

fig. 2 is a schematic structural view of the upper fixing member and the lower fixing member of the present invention.

The names corresponding to the numbers in the figure are as follows:

1. a screen plate; 11. a mesh sheet; 12. a hollow bore; 2. stretching the ribs; 3. a reinforcement column; 4. an upper fixing member; 5. a lower fixing member; 6. a vertical keel; 7. a transverse stiffener.

Detailed Description

The present invention will be further explained with reference to the drawings.

As shown in fig. 1 and 2, the anti-seismic steel mesh wall with the conical hollow internal mold comprises two layers of mesh plates 1, wherein the mesh plates 1 are symmetrically fixed in the steel mesh wall and form regular hollow holes 12, and the anti-seismic steel mesh wall is characterized by further comprising tie bars 2 and reinforcing columns 3, the steel mesh wall is arranged in a conical shape, the tie bars 2 are located at the upper end and the lower end of the steel mesh wall, a plurality of holes are uniformly distributed on the surface of the mesh plates 1, the shape of the mesh plates 1 corresponds to the outer contour of the steel mesh wall, the reinforcing columns 3 are symmetrically arranged in the hollow holes 12, and concrete is not sprayed into the hollow holes 12 of the reinforcing columns 3.

In practical application, the steel mesh wall further comprises a beam or/and a foundation layer (the foundation layer is generally a floor or a foundation) which are positioned at the upper end and the lower end of the steel mesh wall, an upper fixing part 4 which is positioned at the upper end of the steel mesh wall and a lower fixing part 5 which is positioned at the lower end of the steel mesh wall, the upper fixing part 4 and the lower fixing part 5 are generally fixed on the beam and the foundation layer by means of nailing or welding, because the steel mesh wall is fixed on the beam through the upper fixing part 4, the steel mesh wall is fixed on the foundation layer through the lower fixing part 5, the upper ends of the reinforcing column 3 and the steel mesh wall are connected with the beam through a tie bar 2, the lower ends of the reinforcing column 3 and the steel mesh wall are connected with the foundation layer through the tie bar 2, therefore, the steel mesh wall can transmit the borne force to the beam and the foundation layer at the two ends, holes are generally and uniformly distributed on the surface of the mesh plate 1, when wall materials such as cement mortar or fine aggregate concrete cover the outer surface of the mesh plate 1, the wall materials can be firmly adhered to the mesh plate 1, and the quality of the steel mesh wall is ensured.

In practical application, when the size of the steel mesh wall is smaller, the mesh plate 1 is integrally assembled by the single mesh plate 1; when the size of the steel mesh wall is large, the mesh plate 1 is assembled by a plurality of meshes 11. The upper fixing piece 4 and the lower fixing piece 5 are designed according to the actual structure, are generally designed into L-shaped components, and can prevent the upper end and the lower end of the steel mesh wall from cracking; and the L-shaped component is in an arc shape, and the arc shape corresponds to the outline of the outer wall. In addition, the number of the reinforcing columns 3 is generally four or more than four, the reinforcing columns 3 are symmetrically arranged in the hollow hole 12, and meanwhile, the number of the tie bars 2 generally corresponds to the number of the reinforcing columns 3, namely: one end of the tie bar 2 is fixed in the hollow hole 12 (the reinforcing column 3 is also arranged in the hollow hole 12), and the other end of the tie bar 2 is fixed in the beam or the foundation layer, so that two ends of the steel mesh wall can be firmly connected with the beam and the foundation layer into a whole.

In practical application, in order to further improve the quality of the steel mesh wall, the steel mesh wall further comprises cement mortar or fine aggregate concrete, a vertical keel 6 and a transverse reinforcing member 7, the vertical keel 6 is positioned in the hollow hole 12, two ends of the vertical keel 6 are respectively fixed on the upper fixing member 4 and the lower fixing member 5, under normal conditions, the number of the vertical keels 6 is generally more than that of the reinforcing columns 3, and the vertical keel 6 is required to be arranged at the position of the reinforcing column 3; the shape of the transverse reinforcing pieces corresponds to the outline of the steel mesh wall body, the distance between the adjacent transverse reinforcing pieces 7 is not less than 5cm, and cement mortar or fine aggregate concrete is covered on the surface of the mesh plate 1. The reinforcing column 3 is formed by coating cement mortar or fine aggregate concrete on the surface of the vertical keel 6, and the vertical keel 6 is generally positioned in the middle of the hollow hole 12; the transverse stiffeners 7 are fixed to the vertical keels 6, for example: the shape of horizontal reinforcement 7 is circular, and the both ends of horizontal reinforcement 7 are fixed with reinforcing post 3, and the centre is fixed with vertical keel 6 to let reinforcing post 3 and vertical keel 6 connect into a whole through horizontal reinforcement 7.

The utility model discloses a steel mesh wall body's theory of operation: the upper fixing piece 4 and the lower fixing piece 5 are L-shaped components, and during construction, the L-shaped components are fixed on the beam and the foundation layer in a staggered mode through shooting screws or screws with plastic sleeves, and the distance between the L-shaped components and the foundation layer is not more than 600mm; then the net plate 1 is fixed between an upper fixing piece 4 and a lower fixing piece 5, when the net plate 1 is formed by assembling a plurality of net sheets 11, the net sheets 11 are assembled and erected by connecting pieces such as 22# iron wires, the net sheets 11 are sequentially assembled from the door edge or the wall edge when being installed, the fixed point of each net sheet 11 and the upper fixing piece 4 and the lower fixing piece 5 is not less than 2, as the cross section of the net plate 1 is wavy, the net plate 1 is relatively fixed in a steel net wall body and forms regular hollow holes 12, vertical keels 6 are fixed in the hollow holes 12, two ends of each vertical keel 6 are respectively fixed on the upper fixing piece 4 and the lower fixing piece 5, and the vertical keels 6 are tightly attached to the net plate 1, so that the connection between the net plate 1 and the upper fixing piece 4 and the lower fixing piece 5 can be enhanced until all the net plate 1 and the vertical keels 6 are installed; then installing a transverse reinforcing piece 7, fixing two ends of the transverse reinforcing piece 7 with the reinforcing column 3, and fixing the middle of the transverse reinforcing piece 7 with the vertical keel 6; and finally, after the steel mesh wall body is assembled, pouring the wall body, pouring the reinforcing columns 3, and covering cement mortar or fine stone concrete on the surface of the screen plate 1.

The utility model discloses the advantage of implementing: the utility model discloses a steel mesh wall is the conical arrangement, including otter board 1, drawknot muscle 2, strengthen post 3 and vertical fossil fragments 6, because the shape of otter board 1 corresponds with the outline of steel mesh wall, the surface of otter board 1 generally evenly distributed has the hole, when wall materials such as cement mortar or fine aggregate concrete cover the surface of otter board 1, wall materials can firmly adhere on otter board 1, when guaranteeing steel mesh wall quality, the construction is very simple, strengthen the upper and lower both ends of post 3 and steel mesh wall and all be connected with roof beam, foundation bed through drawknot muscle 2 respectively, in addition strengthen the post 3 symmetrical arrangement in cavity hole 12, improve the bearing capacity of wall, thereby construction quality has been guaranteed; in addition, the net plate 1 is relatively fixed in the steel net wall body and forms regular hollow holes 12, so that the weight of the steel net wall body can be reduced, the cost is reduced, and the energy-saving effect is good.

The above description is only for the specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto, and any changes or substitutions that can be easily conceived by those skilled in the art within the technical scope of the present invention are all covered by the protection scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.

Claims

1. The utility model provides a conical cavity centre form antidetonation steel mesh wall body, includes otter board (1), otter board (1) has two-layerly, and relative symmetry fixes and forms regular cavity hole (12) in the steel mesh wall body, characterized in that, the steel mesh wall body still includes drawknot muscle (2) and reinforcement post (3), the steel mesh wall body is the conical arrangement, drawknot muscle (2) are located the upper and lower both ends of steel mesh wall body, the surface evenly distributed of otter board (1) has a plurality of holes, the shape of otter board (1) corresponds with the outline of steel mesh wall body, reinforcement post (3) symmetrical arrangement is in cavity hole (12), does not contain the cavity hole (12) interior spray concrete of reinforcement post (3).

2. The conical hollow internal mold earthquake-proof steel mesh wall body as claimed in claim 1, further comprising a beam and/or a foundation layer at the upper and lower ends of the steel mesh wall body, an upper fixing member (4) at the upper end of the steel mesh wall body and a lower fixing member (5) at the lower end of the steel mesh wall body, wherein the steel mesh wall body is respectively fixed on the beam and the foundation layer through the upper fixing member (4) and the lower fixing member (5), and the upper and lower ends of the reinforcement column (3) and the steel mesh wall body are respectively connected with the beam and the foundation layer through tie bars (2).

3. The conical hollow internal mold earthquake-proof steel net wall body as claimed in claim 2, wherein the net plate (1) is assembled by a plurality of net sheets (11); the upper fixing piece (4) and the lower fixing piece (5) are L-shaped components, the L-shaped components are arc-shaped, and the arc-shaped components correspond to the outline of the outer wall.

4. The conical hollow internal mold earthquake-proof steel mesh wall body as claimed in claim 2, wherein one end of the tie bar (2) is fixed in the hollow hole (12), and the other end of the tie bar (2) is fixed in the beam or the foundation layer.

5. The conical hollow internal mold aseismic steel mesh wall according to any one of claims 1 to 4, characterized in that the steel mesh wall further comprises cement mortar or fine stone concrete, vertical keels (6) and lateral reinforcements (7), the vertical keels (6) are positioned in the hollow holes (12), the shape of the lateral reinforcements (7) corresponds to the outer contour of the steel mesh wall, the distance between adjacent lateral reinforcements (7) is not less than 5cm, and the cement mortar or fine stone concrete is covered on the surface of the mesh plate (1).

6. The conical hollow internal form earthquake-resistant steel mesh wall according to claim 5, wherein said transversal reinforcement (7) is fixed to the vertical keel (6).

7. The conical hollow internal mold earthquake-proof steel mesh wall body as claimed in claim 6, wherein the reinforcing column (3) is formed by coating cement mortar or fine stone concrete on the surface of the vertical keel (6).

8. The conical hollow internal mold earthquake-proof steel mesh wall body as claimed in claim 5, wherein the shape of the transverse reinforcement (7) is circular, both ends of the transverse reinforcement (7) are fixed with the reinforcement columns (3), and the middle is fixed with the vertical keel (6).