CN216840084U

CN216840084U - Socket joint type steel wire mesh frame sandwich board with disassembly-free mesh mould

Info

Publication number: CN216840084U
Application number: CN202220158319.7U
Authority: CN
Inventors: 陈立勇
Original assignee: Individual
Current assignee: Individual
Priority date: 2022-01-20
Filing date: 2022-01-20
Publication date: 2022-06-28
Anticipated expiration: 2032-01-20

Abstract

The utility model provides a socket joint formula is from taking exempting from to tear open net mould wire net rack battenboard. The socket joint type steel wire mesh frame sandwich board with the disassembly-free mesh die comprises a heat insulation board, a web rib, steel wire meshes and the disassembly-free mesh die, wherein the steel wire meshes and the disassembly-free mesh die are arranged on two sides of the heat insulation board, the web rib penetrates through the heat insulation board and is welded with the steel wire meshes on two sides of the heat insulation board and longitudinal ribs of the disassembly-free mesh die, and a distance of 1-5cm is formed between the steel wire meshes and the disassembly-free mesh die; the width of the two sides of the steel wire mesh sheet and the non-dismantling mesh die is larger than that of the heat insulation plate. The utility model provides a wire net piece and the width of exempting from to tear open net mould both sides are greater than the width of heated board, when exempting from to tear open net mould wire net rack battenboard from the area with two piece socket joint formulas and connect, only need peg graft each other with the part that wire net piece and exempting from to tear open the net mould and extend out, and welding or simple ligature again can improve the efficiency of construction, can promote the roughness of wall after the pouring concrete.

Description

Socket joint type steel wire mesh frame sandwich plate with disassembly-free mesh mold

Technical Field

The utility model belongs to the technical field of the construction, concretely relates to socket joint formula is from taking exempting from to tear open net mould wire net rack battenboard.

Background

At present, the steel wire frame concrete composite plate wall mainly adopts two construction processes of erecting a template and pouring concrete and directly spraying and smearing concrete. The construction of spraying concrete has the problems of poor compactness, low strength, easy generation of drying shrinkage cracks and the like, and the application is less. Although the concrete pouring process has the advantages of high concrete compactness, high strength and the like, the traditional formwork erection needs to consume a large amount of wood and manpower, the construction field operation amount is large, the problems are more prominent in low-rise buildings, the phenomena of high comprehensive cost, low construction speed and the like are caused, and the popularization and application of the technology are limited.

Chinese patent "a steel mesh sandwich panel from area exempts from to tear open net mould, patent number: CN 202120075794.3' discloses a steel mesh sandwich panel from area exempt from to tear open net mould, and the welding has the setting element between exempt from to tear open net mould and the steel mesh in this patent, makes and leaves the gap between exempt from to tear open net mould and the steel mesh, and in the concrete placement process, makes the steel mesh be located concrete layer inside, has protected the steel mesh to the solidity of wall body has been improved. But when the steel wire mesh frame sandwich plate is connected with another steel wire mesh frame sandwich plate, steel bars need to be bound, time and labor are wasted, and slurry is easy to leak at the joint of the two steel wire mesh frame sandwich plates.

SUMMERY OF THE UTILITY MODEL

The utility model discloses a socket joint formula is from area exempting from to tear open net mould wire net frame battenboard to need adopt reinforcement when solving current wire net frame sandwich panel and connecting, waste time and energy, and the problem of two wire net frame sandwich panel piece joints department easy hourglass thick liquid.

In order to achieve the above object, the technical solution of the present invention is:

a socket joint type steel wire mesh frame sandwich plate with a non-dismantling mesh die comprises a heat insulation plate, a web rib, steel wire meshes and a non-dismantling mesh die, wherein the steel wire meshes and the non-dismantling mesh die are arranged on two sides of the heat insulation plate; the width of the two sides of the steel wire mesh sheet and the non-dismantling mesh die is larger than that of the heat insulation plate.

Preferably, the width of the steel wire mesh sheet and the one-side edge of the net-removal-free mould is 1cm-20cm wider than that of the heat preservation plate.

Preferably, the web ribs are arranged in two modes of inclined downward and inclined upward, and the inclined downward web ribs and the inclined upward web ribs are arranged at intervals.

Preferably, a plurality of web ribs welded with the longitudinal ribs on the non-dismantling net mold are arranged in parallel with each other.

Preferably, the distance between the welding points of the web ribs and the non-dismantling net die is not more than 10cm multiplied by 10 cm.

Preferably, the detachment-free net mold is an expanded net or a fish scale net.

The utility model has the advantages that:

1. the widths of the two sides of the steel wire mesh sheet and the non-dismantling net die are larger than that of the heat insulation board, when the two socket joint type steel wire mesh frame sandwich boards with the non-dismantling net die are connected, only the extending parts of the steel wire mesh sheet and the non-dismantling net die need to be mutually inserted and connected and then welded or simply bound, and thus, the problem of complex binding procedures when steel bar lapping or distribution net lapping binding connection is adopted in the connection of the two socket joint type steel wire mesh frame sandwich boards with the non-dismantling net die in site construction is solved, and the construction efficiency can be improved; adopt the overlap joint multiple that the socket joint mode not only satisfied two wire net pieces, exempt from to tear open the net mould simultaneously and also realized alternately overlap joint, piece joint when solving concrete filling in original concatenation technology construction runs thick liquid problem to joint strength between the battenboard is bigger when adopting socket joint connected mode, has promoted the roughness of wall after the concrete that fills greatly.

2. In the application, the size of the cantilever head welded between the web reinforcement and the steel wire mesh is 1-5cm, namely, a distance of 1-5cm is arranged between the steel wire mesh and the disassembly-free net mold, so that a certain protective layer is formed after concrete is poured between the steel wire mesh and the disassembly-free net mold, and a coating surface such as mortar does not need to be used as a protective layer outside the steel wire mesh.

Drawings

Fig. 1 is a schematic structural diagram of the present invention.

Fig. 2 is a schematic side view of the present invention.

In the figure: 1-a heat insulation board; 2-abdominal muscle; 3-steel wire mesh sheets; 4-detaching-free net mould.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.

It should be noted that all the directional indicators (such as upper, lower, left, right, front and rear … …) in the embodiment of the present invention are only used to explain the relative position relationship between the components, the motion situation, etc. in a specific posture (as shown in the drawings), and if the specific posture is changed, the directional indicator is changed accordingly.

In addition, descriptions in the present application as to "first", "second", and the like are for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicit to the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In the description of the present invention, "a plurality" means at least two, e.g., two, three, etc., unless specifically limited otherwise.

In the present application, unless expressly stated or limited otherwise, the terms "connected" and "fixed" are to be construed broadly, e.g., "fixed" may be fixedly connected or detachably connected, or integrally formed; they may be directly connected or indirectly connected through intervening media, or they may be connected internally or in any other suitable relationship, unless expressly stated otherwise. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.

In addition, the technical solutions between the embodiments of the present invention can be combined with each other, but it is necessary to be able to be realized by a person having ordinary skill in the art as a basis, and when the technical solutions are contradictory or cannot be realized, the combination of such technical solutions should be considered to be absent, and is not within the protection scope of the present invention.

Referring to fig. 1 to 2, the socket joint type steel wire mesh frame sandwich plate with the disassembly-free mesh mold comprises a heat insulation plate 1, a web rib 2, steel wire meshes 3 arranged on two sides of the heat insulation plate 1 and the disassembly-free mesh mold 4, wherein the web rib 2 penetrates through the heat insulation plate 1 to be welded with the steel wire meshes 3 arranged on two sides of the heat insulation plate and longitudinal ribs of the disassembly-free mesh mold 4, and a distance of 1-5cm is arranged between each steel wire mesh 3 and the corresponding disassembly-free mesh mold 4; the width of the two sides of the steel wire mesh 3 and the non-dismantling mesh die 4 is larger than that of the heat insulation board 1.

The web reinforcement 2 penetrates through the heat insulation board 1, the steel wire meshes 3 on two sides of the heat insulation board and longitudinal ribs of the disassembly-free net moulds 4 to be welded, the parts of the web reinforcement, which are positioned between the steel wire meshes and the disassembly-free net moulds, are called as cantilever heads, the length of each cantilever head is 1-5cm, a 1-5cm distance is reserved between each steel wire mesh and the disassembly-free net mould, a thick protective layer is formed after concrete is poured, and the protective layer outside each steel wire mesh does not need to be additionally used as a coating surface such as mortar.

In addition, the width of wire mesh piece 3 and exempt from to tear open the width of 4 both sides of net mould is greater than the width of heated board 1 in this application, preferably, wire mesh piece and exempt from to tear open the unilateral side of net mould 1cm-20cm than the heated board width. Namely, the two sides of the steel wire mesh sheet and the non-dismantling mesh die extend outwards by 1cm-20cm relative to the heat insulation plate. When the two socket joint type steel wire mesh frame sandwich plates with the non-dismantling mesh moulds are connected, only the extending parts of the steel wire mesh sheets and the non-dismantling mesh moulds are required to be mutually inserted and welded, so that the problem of a complex binding procedure when the two socket joint type steel wire mesh frame sandwich plates with the non-dismantling mesh moulds are connected by steel bar lapping or distribution network lapping binding in site construction is solved, and the construction efficiency can be improved; and the plug-in connection mode can promote the roughness of wall after the concrete is poured like this. Exempt from to tear open the overlapping of net mould simultaneously, solved the hourglass thick liquid problem that original sandwich panel and sandwich panel pass through the reinforcement existence, the grafting mode that this application adopted has still strengthened the joining force between sandwich panel and the sandwich panel.

Further, the web ribs 2 are arranged in two arrangement modes of inclined downward and inclined upward, and the inclined downward web ribs and the inclined upward web ribs are arranged at intervals. The web reinforcement is welded with the longitudinal steel bar on the steel wire mesh, and the overhanging head of the web reinforcement is welded with the non-dismantling mesh die; the plurality of web ribs welded with the longitudinal ribs on the non-dismantling net mould are arranged in parallel, namely the plurality of web ribs in the same row are arranged in parallel. Preferably, the distance between the welding points of the web ribs 2 and the non-dismantling mesh die 4 is not more than 10cm multiplied by 10 cm. Preferably, the detachment-free net mold is an expanded net or a fish scale net.

The interval of the web rib in the middle of the steel wire mesh is longitudinally not more than 10cm and transversely standard 10cm, so that the web rib is welded with the longitudinal rib of the net mould without being disassembled, the interval between the web rib and the welding point of the net mould without being disassembled is not more than 10cm multiplied by 10cm, the filling of fillers such as concrete is effectively promoted, the tension force during expansion is supported, and the flatness of the wall body is ensured.

The above-mentioned only be the embodiment of the present invention, not consequently the restriction of the patent scope of the present invention, all utilize the equivalent structure or equivalent flow transform made of the content of the specification and the attached drawings, or directly or indirectly use in other relevant technical fields, all including in the same way the patent protection scope of the present invention.

Claims

1. A socket joint type steel wire mesh frame sandwich plate with a non-dismantling mesh die comprises a heat insulation plate, a web rib, steel wire meshes and a non-dismantling mesh die, wherein the steel wire meshes and the non-dismantling mesh die are arranged on two sides of the heat insulation plate; the width of the two sides of the steel wire mesh sheet and the non-dismantling mesh die is larger than that of the heat insulation plate.

2. The steel wire mesh frame sandwich board with the socket-type self-detaching-free mesh mold according to claim 1, wherein the width of one side edge of the steel wire mesh and the one side edge of the detaching-free mesh mold is 1cm-20cm wider than that of the heat preservation board.

3. The socket type self-detaching-free net mold steel wire net rack sandwich plate according to claim 1, wherein the web ribs are arranged in an inclined downward mode and an inclined upward mode, and the inclined downward web ribs and the inclined upward web ribs are arranged at intervals in sequence.

4. The steel wire mesh frame sandwich board with the socket-type self-provided disassembly-free net mold according to claim 3, wherein a plurality of web ribs welded with the longitudinal ribs on the disassembly-free net mold are arranged in parallel with each other.

5. The steel wire mesh frame sandwich board with the socket-type self-provided disassembly-free mesh mold as claimed in claim 4, wherein the distance between the welding points of the web ribs and the disassembly-free mesh mold is not more than 10 cm.

6. The socket-and-spigot type steel wire mesh frame sandwich board with the detachment-free net mold according to claim 1, wherein the detachment-free net mold is an expanded net or a fish scale net.