Mortar protective layer control device and construction method for steel wire grid composite wallboard

Abstract

The present invention relates to a mortar protective layer control device and construction method for a steel wire mesh composite wall panel, comprising: a plurality of rows of adjusting members spaced apart along the height direction of the steel wire mesh, each row of adjusting members spaced apart along the horizontal direction of the steel wire mesh, the adjusting members being mounted on the steel wire mesh and partially extending out of the steel wire mesh, the adjusting members being extendable and retractable in directions approaching and away from the steel wire mesh, and the length of the portion of the adjusting member extending out of the steel wire mesh in the horizontal direction being adjusted by extending and retracting the adjusting members to adapt to the designed thickness of the mortar protective layer, thereby solving the problem that the existing pads cannot be adaptively adjusted according to the spraying thickness of the mortar layer.

Description

Technical Field

[0001] The invention relates to the technical field of construction, in particular to a mortar protective layer control device and a construction method for a steel wire grid composite wall panel. Background Art

[0002] In the prior art, the steel wire mesh composite wall panel includes a perlite board, and the steel wire mesh is arranged outside the perlite board. Mortar needs to be sprayed on the surface of the steel wire mesh to form an integrated exterior wall panel. In the prior art, pads are usually used to control the thickness of the mortar spraying. However, since the pads cannot be adjusted according to the spraying thickness of the mortar layer, pads of different sizes need to be made for mortar layers with different spraying thicknesses, which has poor flexibility and cannot be adjusted adaptively. Summary of the invention

[0003] The purpose of the present invention is to overcome the defects of the prior art and provide a mortar protective layer control device and construction method for a wire mesh composite wall panel to solve the problem that the existing pads cannot be adaptively adjusted according to the spraying thickness of the mortar layer.

[0004] To achieve the above object, the present invention provides a mortar protective layer control device for a steel wire grid composite wall panel, comprising:

[0005] A plurality of rows of adjusting members are arranged at intervals along the height direction of the steel wire mesh, and each row of adjusting members is distributed at intervals along the horizontal direction of the steel wire mesh. The adjusting members are installed on the steel wire mesh and partially extend out of the steel wire mesh. The adjusting members can be extended and retracted in the direction approaching and away from the steel wire mesh. The length of the portion of the adjusting member extending out of the steel wire mesh in the horizontal direction can be adjusted by extending and retracting the adjusting members to adapt to the designed thickness of the mortar protective layer.

[0006] The present invention solves the problem that the existing pads cannot be adaptively adjusted according to the spraying thickness of the mortar layer by arranging an adjusting member that can be extended and retracted in the direction approaching and moving away from the wire mesh. The adjusting member is extended and retracted to adjust the horizontal length of the portion of the adjusting member extending outside the wire mesh to adapt to the designed thickness of the mortar protective layer.

[0007] A further improvement of the mortar protective layer control device for the steel wire mesh composite wallboard of the present invention is that the adjusting member includes a first connecting piece and a second connecting piece with elasticity and a tightening member, the first connecting piece is installed on the steel wire mesh, and the second connecting piece extends out of the steel wire mesh;

[0008] One end of the first connecting piece is connected to one end of the second connecting piece and an angle is formed therebetween. The tightening member is installed on the other end of the first connecting piece and the other end of the second connecting piece to control the opening angle of the first connecting piece and the second connecting piece.

[0009] A further improvement of the mortar protective layer control device for the steel wire mesh composite wallboard of the present invention is that the tightening member includes a bolt passing through the other end of the first connecting piece and the other end of the second connecting piece, and a nut threadedly connected to the bolt;

[0010] The first connecting piece and the second connecting piece are located between the nut and the end of the bolt. The nut is screwed to adjust the distance between the nut and the end of the bolt, thereby adjusting the opening angle of the first connecting piece and the second connecting piece.

[0011] A further improvement of the mortar protective layer control device for the wire mesh composite wallboard of the present invention is that one end of the tightening member is rotatably mounted on the first connecting plate, and the other end of the tightening member is threadedly connected to the second connecting plate and partially extends out of the adjusting member to form an operating end.

[0012] A further improvement of the mortar protective layer control device for the wire mesh composite wallboard of the present invention is that a pair of limit members are fixedly mounted on one end of the tightening member, the tightening member is passed through the first connecting piece and the first connecting piece is located between the pair of limit members.

[0013] A further improvement of the mortar protective layer control device for the steel wire grid composite wallboard of the present invention is that the steel wire grid includes a plurality of transverse steel bars arranged transversely;

[0014] The adjusting member is clamped on the corresponding transverse reinforcement and the transverse reinforcement is located between the first connecting piece, the second connecting piece and the tightening member.

[0015] A further improvement of the mortar protective layer control device for the steel wire grid composite wallboard of the present invention is that the first connecting piece is located on the inner side of the transverse steel bar and is arranged vertically;

[0016] The second connecting piece is arranged obliquely.

[0017] A further improvement of the mortar protective layer control device for the steel wire grid composite wallboard of the present invention is that, when not tightened by the tightening member, the angle between the first connecting piece and the second connecting piece is 15°-20°.

[0018] A further improvement of the mortar protective layer control device for the steel wire grid composite wallboard of the present invention is that the regulating member is made of a thin steel plate.

[0019] The present invention also provides a construction method of the mortar protective layer control device for the steel wire grid composite wall panel as described above, comprising the following steps:

[0020] After the wire mesh is installed, several rows of adjusting parts are arranged at intervals along the height direction of the wire mesh, so that each row of adjusting parts is spaced apart along the horizontal direction of the wire mesh, and the adjusting parts are clamped on the wire mesh and partially extend out of the wire mesh. The length of the part of the adjusting part extending out of the wire mesh is adjusted in the horizontal direction by extending and contracting the adjusting parts to adapt to the designed thickness of the mortar protective layer. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] Figure 1 The present invention is a schematic structural diagram of a mortar protective layer control device for a steel wire grid composite wall panel.

[0022] Figure 2 A schematic structural diagram of an adjusting member of a mortar protective layer control device for a steel wire grid composite wall panel in a specific embodiment of the present invention.

[0023] Figure 3 A schematic structural diagram of an adjusting member of a mortar protective layer control device for a steel wire grid composite wall panel according to another preferred embodiment of the present invention.

[0024] Explanation of symbols: adjusting member 10 , first connecting piece 11 , second connecting piece 12 , tightening member 13 , bolt 131 , nut 132 , limiting member 133 , wire mesh frame 20 , transverse reinforcement 21 . DETAILED DESCRIPTION

[0025] In order to make the purpose, technical scheme and advantages of the present invention more clearly understood, the present invention is further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention and are not intended to limit the present invention. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of the present invention.

[0026] The present invention provides a mortar protective layer control device and construction method for a steel wire mesh composite wallboard, which is used to control the thickness of the mortar protective layer of the steel wire mesh composite wallboard. The present invention provides an adjustment member 10 that can be extended and retracted in the direction of approaching and moving away from the steel wire mesh 20, and extends and retracts the adjustment member 10 to adjust the length of the part of the adjustment member 10 extending outside the steel wire mesh 20 in the horizontal direction to adapt to the designed thickness of the mortar protective layer, thereby solving the problem that the existing pad block cannot be adaptively adjusted according to the spraying thickness of the mortar layer.

[0027] The mortar protective layer control device and construction method for the steel wire grid composite wall panel of the present invention are described below in conjunction with the accompanying drawings.

[0028] See also Figure 1 In this embodiment, a mortar protective layer control device for a steel wire mesh composite wall panel includes: a plurality of rows of adjusting members 10 spaced apart along the height direction of a steel wire mesh 20, each row of the adjusting members 10 spaced apart along the horizontal direction of the steel wire mesh 20, the adjusting members 10 are mounted on the steel wire mesh 20 and partially extend out of the steel wire mesh 20, the adjusting members 10 can be extended and retracted in a direction approaching and away from the steel wire mesh 20, and the length of the portion of the adjusting member 10 extending out of the steel wire mesh 20 in the horizontal direction can be adjusted by extending and retracting the adjusting member 10 to adapt to the designed thickness of the mortar protective layer.

[0029] In this embodiment, the adjusting member 10 can be extended and retracted to adjust the horizontal length of the portion of the adjusting member 10 extending outside the wire mesh frame 20 according to the thickness of the sprayed mortar. Thus, the thickness of the sprayed mortar can be well controlled by utilizing several rows of adjusting members 10 arranged on the wire mesh frame 20, which is more flexible, has a wider range of applications, and is easy to operate.

[0030] See also Figure 1 Furthermore, the adjusting member 10 includes an elastic first connecting piece 11 and a second connecting piece 12 and a tightening piece 13, the first connecting piece 11 is installed on the wire mesh frame 20, and the second connecting piece 12 extends out of the wire mesh frame; one end of the first connecting piece 11 and one end of the second connecting piece 12 are connected and form an angle therebetween, and the tightening piece 13 is penetrated and installed on the other end of the first connecting piece 11 and the other end of the second connecting piece 12 to control the opening angle of the first connecting piece 11 and the second connecting piece 12, so as to control the part of the second connecting piece 12 extending out of the wire mesh frame when the second connecting piece 12 extends out of the wire mesh frame to adapt to the designed thickness of the mortar protective layer.

[0031] See also Figure 2 In a specific embodiment, the tightening member 13 includes a bolt 131 passing through the other end of the first connecting piece 11 and the other end of the second connecting piece 12, and a nut 132 threadedly connected to the bolt 131; the first connecting piece 11 and the second connecting piece 12 are located between the nut 132 and the end of the bolt 131, and the distance between the nut 132 and the end of the bolt 131 is adjusted by screwing the nut 132, thereby realizing the adjustment of the opening angle of the first connecting piece 11 and the second connecting piece 12.

[0032] Since the first connecting piece 11 and the second connecting piece 12 are elastic, the nut 132 can apply a thrust force to the first connecting piece 11 by screwing the nut 132 to reduce the opening angle of the first connecting piece 11 and the second connecting piece 12, or the nut 132 is moved away from the first connecting piece 11, and the opening angle of the first connecting piece 11 and the second connecting piece 12 is increased under the elastic force.

[0033] See also Figure 3 In another preferred embodiment, one end of the tightening member 13 is rotatably mounted on the first connecting piece 11, and the other end of the tightening member 13 is threadedly connected to the second connecting piece 12 and partially extends out of the adjusting member 10 to form an operating end.

[0034] The tightening member 13 is rotated by screwing the operating end to adjust the connection position of the second connecting piece 12 on the tightening member 13 , thereby adjusting the opening angle of the first connecting piece 11 and the second connecting piece 12 .

[0035] See also Figure 3 Furthermore, a pair of limiting members 133 are sleeved and fixed on one end of the tightening member 13, and the tightening member 13 is passed through the first connecting piece 11 and the first connecting piece 11 is located between the pair of limiting members 133. The pair of limiting members 133 allows one end of the tightening member 13 to be rotatably mounted on the first connecting piece 11.

[0036] See also Figure 1 In a specific embodiment, the wire mesh 20 includes a plurality of transverse steel bars 21 arranged in a transverse direction; the adjusting member 10 is clamped on the corresponding transverse steel bar 21 and the transverse steel bar 21 is located between the first connecting piece 11, the second connecting piece 12 and the tightening member 13.

[0037] See also Figure 1 Preferably, the connection between the first connecting piece 11 and the second connecting piece 12 on the adjusting member 10 extends into the inner side of the transverse steel bar 21 above the transverse steel bar 21 clamped by the adjusting member 10, thereby fixing the end of the adjusting member 10. At the same time, the adjusting member 10 is clamped on the transverse steel bar 21 through the tightening member 13, ensuring that the adjusting member 10 does not deviate when spraying mortar.

[0038] See also Figure 1 Furthermore, the first connecting piece 11 is located on the inner side of the transverse reinforcement 21 and is vertically arranged; the second connecting piece 12 is inclined and extends out of the wire mesh.

[0039] Furthermore, when not tightened by the tightening member 13 , the angle between the first connecting piece 11 and the second connecting piece 12 is 15°-20°.

[0040] Preferably, the adjusting member 10 is made of a thin steel plate.

[0041] The construction process of the mortar protective layer control device for the steel wire grid composite wall panel of the present invention is described below.

[0042] See also Figure 1 After the wire mesh is installed, several rows of adjusting members 10 are arranged at intervals along the height direction of the wire mesh 20, so that each row of the adjusting members 10 is spaced apart along the horizontal direction of the wire mesh 20, and the adjusting members 10 are stuck on the wire mesh 20 and partially extend out of the wire mesh 20. The length of the part of the adjusting member 10 extending out of the wire mesh 20 in the horizontal direction is adjusted by extending and retracting the adjusting member 10 to adapt to the designed thickness of the mortar protective layer.

[0043] See also Figure 1 The present invention also provides a construction method of the mortar protective layer control device for the steel wire grid composite wall panel as described above, comprising the following steps:

[0044] After the wire mesh 20 is installed, several rows of adjusting members 10 are spaced apart along the height direction of the wire mesh 20, so that each row of the adjusting members 10 is spaced apart along the horizontal direction of the wire mesh 20, and the adjusting members 10 are clamped on the wire mesh 20 and partially extend out of the wire mesh 20. The length of the portion of the adjusting member 10 extending out of the wire mesh 20 in the horizontal direction is adjusted by extending and retracting the adjusting member 10 to adapt to the designed thickness of the mortar protective layer.

[0045] Furthermore, the adjusting member 10 includes a first connecting piece 11 and a second connecting piece 12 having elasticity and a tightening member 13, wherein one end of the first connecting piece 11 is connected to one end of the second connecting piece 12 and an angle is formed therebetween;

[0046] The first connecting piece 11 is installed on the wire mesh frame 20 so that the second connecting piece 12 extends out of the wire mesh frame. The tightening piece 13 is installed on the other end of the first connecting piece 11 and the other end of the second connecting piece 12 to control the opening angle of the first connecting piece 11 and the second connecting piece 12.

[0047] In a specific embodiment, the tightening member 13 includes a bolt 131 passing through the other end of the first connecting piece 11 and the other end of the second connecting piece 12, and a nut 132 threadedly connected to the bolt 131, and the first connecting piece 11 and the second connecting piece 12 are located between the nut 132 and the end of the bolt 131;

[0048] When the adjusting member 10 is extended and retracted, the distance between the nut 132 and the end of the bolt 131 is adjusted by screwing the nut 132 , thereby adjusting the opening angle of the first connecting piece 11 and the second connecting piece 12 .

[0049] In another preferred embodiment, one end of the tightening member 13 is rotatably mounted on the first connecting piece 11, and the other end of the tightening member 13 is threadedly connected to the second connecting piece 12 and partially extends out of the adjusting member 10 to form an operating end.

[0050] When the adjusting member 10 is extended and retracted, the tightening member 13 is rotated by screwing the operating end to adjust the connection position of the second connecting piece 12 on the tightening member 13 , thereby adjusting the opening angle of the first connecting piece 11 and the second connecting piece 12 .

[0051] Furthermore, the steel wire mesh frame 20 includes a plurality of transverse steel bars 21 arranged transversely;

[0052] When installing the adjusting member 10 , the adjusting member 10 is clamped onto the corresponding transverse reinforcement 21 , and the transverse reinforcement 21 is located between the first connecting piece 11 , the second connecting piece 12 and the tightening member 13 .

[0053] Furthermore, when installing the adjusting member 10, the first connecting piece 11 is located inside the transverse reinforcement 21 and is arranged vertically; and the second connecting piece 12 is arranged obliquely.

[0054] It should be noted that the structures, proportions, sizes, etc. illustrated in the drawings of this specification are only used to match the contents disclosed in the specification for people familiar with this technology to understand and read, and are not used to limit the limiting conditions for the implementation of the present invention, so they have no substantial technical significance. Any modification of the structure, change of the proportion relationship or adjustment of the size should still fall within the scope of the technical content disclosed by the present invention without affecting the effects and purposes that can be achieved by the present invention. At the same time, the terms such as "upper", "lower", "left", "right", "middle" and "one" quoted in this specification are only for the convenience of description, and are not used to limit the scope of the implementation of the present invention. The change or adjustment of their relative relationship should also be regarded as the scope of the implementation of the present invention without substantially changing the technical content.

Claims

1. A mortar protective layer control device for a steel wire grid composite wall panel, It is characterized in that include: A plurality of rows of adjusting members are arranged at intervals along the height direction of the steel wire mesh frame, and each row of adjusting members is arranged at intervals along the horizontal direction of the steel wire mesh frame. The adjusting members are installed on the steel wire mesh frame and partially extend out of the steel wire mesh frame. The adjusting members can be extended and retracted in the direction approaching and away from the steel wire mesh frame, and the length of the part of the adjusting member extending out of the steel wire mesh frame in the horizontal direction can be adjusted by extending and retracting the adjusting members to adapt to the designed thickness of the mortar protective layer; The adjusting member comprises a first connecting piece and a second connecting piece with elasticity and a tightening member, wherein the first connecting piece is mounted on the steel wire mesh frame, and the second connecting piece extends out of the steel wire mesh frame; One end of the first connecting piece and one end of the second connecting piece are connected to form an angle therebetween, and the tightening member is installed through the other end of the first connecting piece and the other end of the second connecting piece to control the opening angle of the first connecting piece and the second connecting piece; The tightening member includes a bolt passing through the other end of the first connecting piece and the other end of the second connecting piece, and a nut threadedly connected to the bolt; The first connecting piece and the second connecting piece are located between the nut and the end of the bolt, and the spacing between the nut and the end of the bolt is adjusted by screwing the nut, thereby adjusting the opening angle of the first connecting piece and the second connecting piece; One end of the tightening member is rotatably mounted on the first connecting piece, and the other end of the tightening member is threadedly connected to the second connecting piece and partially extends out of the adjusting member to form an operating end.

2. The mortar protective layer control device for the steel wire mesh composite wallboard according to claim 1, It is characterized in that A pair of limiting members are sleeved and fixed on one end of the tightening member, the tightening member is passed through the first connecting piece, and the first connecting piece is located between the pair of limiting members.

3. The mortar protective layer control device for the steel wire mesh composite wallboard according to claim 1, It is characterized in that The steel wire mesh frame includes a plurality of transverse steel bars arranged transversely; The adjusting member is clamped on the corresponding transverse reinforcement and the transverse reinforcement is located between the first connecting piece, the second connecting piece and the tightening member.

4. The mortar protective layer control device for the steel wire mesh composite wallboard according to claim 3, It is characterized in that The first connecting piece is located inside the transverse reinforcement and is arranged vertically; The second connecting piece is arranged obliquely.

5. The mortar protective layer control device for the steel wire grid composite wallboard according to claim 1, It is characterized in that When not tightened by the tightening member, the angle between the first connecting piece and the second connecting piece is 15°-20°.

6. The mortar protective layer control device for the steel wire grid composite wallboard according to claim 1, It is characterized in that The adjusting member is made of thin steel plate.

7. A construction method of the mortar protective layer control device for the steel wire mesh composite wall panel as claimed in claim 1, It is characterized in that The steps include: After the wire mesh is installed, several rows of adjusting parts are arranged at intervals along the height direction of the wire mesh, so that each row of adjusting parts is spaced apart along the horizontal direction of the wire mesh, and the adjusting parts are clamped on the wire mesh and partially extend out of the wire mesh. The length of the part of the adjusting part extending out of the wire mesh is adjusted in the horizontal direction by extending and contracting the adjusting parts to adapt to the designed thickness of the mortar protective layer.

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