Collaborative forming structure of light screen partition wall and beam

Abstract

The utility model provides a light meshed plate partition wall and beam collaborative forming structure, which belongs to the field of building materials and construction, and is characterized in that a disassembly-free template of a prefabricated meshed plate partition wall is used as a side template of a beam, and then a beam forming template is arranged after the meshed plate partition wall is mounted, so that dry structures of the partition wall and the beam are integrally and collaboratively formed and mounted; and finally, integral curing is carried out, so that the partition wall and the beam are integrally formed and synchronously cured, the efficiency is improved, and wet operation is reduced.

Description

Technical Field

[0001] The utility model belongs to the field of building materials and construction, and particularly relates to a lightweight mesh plate partition wall and beam cooperatively formed structure. Background Art

[0002] With the development of large-scale infrastructure, the development direction of architecture has gradually moved towards carbon energy conservation and environmental protection. And prefabricated or prefabricated building structures have gradually occupied the market. Its structure is mass-produced in factories and only needs to be poured or assembled on site, which greatly improves efficiency and reduces carbon emissions.

[0003] Prefabricated buildings are carbon-reducing projects that are prefabricated in factories and then installed. Factory prefabrication can greatly improve production efficiency and reduce wet operations and labor costs in on-site construction. However, in the current technology, prefabricated wall panels and beams (especially water-stop anti-beams) are cast in succession, which slows down the construction progress. Therefore, the utility model aims to propose an improved casting system for partition walls and beams. Utility Model Content

[0004] The utility model aims to provide a more efficient and economical partition wall and beam cooperative forming structure.

[0005] In order to solve the above-mentioned purpose, the utility model first provides a lightweight mesh partition wall and beam cooperative forming structure, which is characterized by comprising:

[0006] A structural support, wherein the structural support is provided on a building floor;

[0007] A non-disassembly template, the non-disassembly template is arranged on the structural support, the side of the non-disassembly template facing the structural support forms a partition wall forming space, and the bottom of the non-disassembly template is defined as a beam forming side template at a certain elevation;

[0008] Two side molds for beam forming, the two side molds for beam forming are supported on the building floor and form a beam forming space with the one side mold for beam forming;

[0009] A partition wall mesh panel is installed on the structural support and / or the one-piece template that does not require disassembly, and the partition wall mesh panel is at least located in the partition wall forming space.

[0010] Preferably, the structural support comprises a support keel and / or a support frame.

[0011] Preferably, the partition wall mesh is a corrugated mesh; the corrugated mesh is defined as a trough near the structural support and is defined as a peak away from the structural support.

[0012] Preferably, the trough of the wavy mesh plate is installed against the structural support and / or the non-disassembly template; a hollow space is formed between the wave crest and the non-disassembly template.

[0013] Preferably, the hollow space is arranged along the floor height direction of the building floor; the hollow space is defined as a pipeline layout space; or, the hollow space is poured and filled and supported between the floors of the building floor; or, after being poured and filled, the hollow space is defined as a foundation for setting a hanging point.

[0014] Preferably, the beam forming space is defined as a forming space of a water-stopping inverted beam; and the water-stopping inverted beam is cast on the building floor.

[0015] Preferably, it further comprises a second disassembly-free template, wherein the second disassembly-free template is arranged opposite to the first disassembly-free template, and the partition wall forming space is formed between the first disassembly-free template and the second disassembly-free template.

[0016] Preferably, the wave crests and / or wave troughs are flat; and the wave troughs are fixedly mounted on the structural support and / or the non-disassembly template.

[0017] Preferably, the mesh panel partition wall forms a door opening when installed, and at least two of the structural supports of the mesh panel partition wall are arranged on both sides of the door opening.

[0018] Preferably, the structural support is a channel steel keel, the notches of the two channel steel keels are arranged opposite to each other, and the notches are filled with concrete.

[0019] The technical effects of the above technical solution of the utility model come from one or more of the following combinations:

[0020] The utility model uses a non-disassembly template of the prefabricated mesh partition wall as a side template of the beam, and then sets a beam forming template after the mesh partition wall is installed, so that the dry structure of the partition wall and the beam can be formed and installed in an integrated manner; then, the partition wall concrete can be formed while the beam is cast, and finally they can be cured as a whole, so that the partition wall and the beam are formed in one piece and cured synchronously, which improves efficiency and reduces wet work.

[0021] The use of corrugated mesh panels forms a hollow space between the corrugated mesh panels and the non-disassembly template, which has rich functionality. It can be used for pipeline layout; or supported between floors after pouring and filling to strengthen the supporting structure; or used as a hanging point after pouring and filling to facilitate subsequent setting of hanging points for hoisting and transportation.

[0022] When pouring the water-stop inverted beam, install the mesh partition wall on the floor slab, set the forming template of the water-stop inverted beam directly on one side, regard the floor slab as the bottom template, and regard the beam forming side template of the beam forming template and the bottom part of the non-dismantling template as the side template to form the beam forming space of the water-stop inverted beam. The beam and the partition wall are formed and maintained synchronously, which improves the construction efficiency and reduces the construction period.

[0023] The partition wall can be formed by spraying grout on the partition wall mesh, or by setting up a second template that does not need to be disassembled, and using a single template to clamp the partition wall to form a forming space, followed by pouring.

[0024] It is also possible to directly form a door opening through the mesh partition wall, using the supporting structure of the mesh partition wall as the structural support for the door opening, which is simple, convenient and easy to form.

[0025] The overall process can greatly reduce the construction period and improve construction efficiency.

[0026] The utility model has a lightweight mesh partition wall and a beam cooperatively formed structure, and the overall structure is lightweight, which is suitable for new construction, expansion, and urban renewal and renovation projects, and will not cause a large load-bearing pressure on the main body of old buildings. The wall surface and structure are formed at one time, and the overall structure is lightweight, which is convenient for renovation in shantytown renovation or urban renewal, and the renovation cost is low.

[0027] The wall is lightweight and light, and the wall and secondary structure (beam or door opening) are constructed together to reduce cross-operation and improve efficiency. BRIEF DESCRIPTION OF THE DRAWINGS

[0028] Figure 1 The structural diagram of the utility model shows the cooperatively formed structure of the lightweight mesh partition wall and the beam.

[0029] Figure 2 A side view of the cooperatively formed structure of the lightweight mesh partition wall and beam of the utility model is expressed.

[0030] Figure 3 The dry structure diagram of the prefabricated mesh panel partition wall in the utility model is expressed.

[0031] Figure 4 A side view of the dry structure of the prefabricated mesh panel partition wall in the utility model is expressed.

[0032] Figure 5 A position diagram of the center beam forming space of the utility model is expressed.

[0033] Figure 6 A schematic diagram of the formation of the door opening in the utility model is expressed. DETAILED DESCRIPTION

[0034] The following description is given to enable those skilled in the art to implement and use the utility model and incorporate it into specific application contexts. Various modifications, as well as various uses in different applications will be readily apparent to those skilled in the art, and the general principles defined herein are applicable to a wide range of embodiments. Thus, the utility model is not limited to the embodiments given herein, but should be granted the broadest scope consistent with the principles and novel features disclosed herein.

[0035] In the following detailed description, many specific details are set forth to provide a more thorough understanding of the present invention. However, it is apparent to those skilled in the art that the practice of the present invention need not be limited to these specific details. In other words, well-known structures and devices are shown in block diagram form without detailed display to avoid obscuring the present invention.

[0036] The reader is reminded of all documents and literature filed simultaneously with this specification and open to public inspection, and the contents of all such documents and literature are incorporated herein by reference. Unless otherwise directly stated, all features disclosed in this specification (including any attached claims, abstracts and drawings) can be replaced by alternative features for achieving the same, equivalent or similar purposes. Therefore, unless otherwise explicitly stated, each feature disclosed is only an example of a group of equivalent or similar features.

[0037] Note that, where used, the symbols left, right, front, back, top, bottom, forward, reverse, clockwise and counterclockwise are used only for convenience and do not imply any specific fixed direction. In fact, they are used to reflect the relative position and / or direction between the various parts of the object. In addition, the terms "first" and "second" are used only for descriptive purposes and should not be understood as indicating or implying relative importance.

[0038] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installation", "connection" and "connection" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0039] Note that, in the case of use, further, preferably, further and more preferably are simple beginnings for explaining another embodiment based on the previous embodiment, and the content of further, preferably, further or more preferably followed by the above embodiment is combined with the previous embodiment as a complete composition of another embodiment. Several further, preferably, further or more preferably settings followed by the same embodiment can be arbitrarily combined to form another embodiment.

[0040] The present invention is described in detail below in conjunction with the accompanying drawings and specific embodiments. Note that the aspects described below in conjunction with the accompanying drawings and specific embodiments are only exemplary and should not be construed as limiting the scope of protection of the present invention.

[0041] Please refer to Figure 1 to Figure 6 This embodiment provides a lightweight mesh partition wall and beam cooperative forming structure, including a structural support 13, a non-removal template 11, two side templates 4 for beam forming, and a partition wall mesh 12. Among them, the structural support 13 is arranged on the building floor; the non-removal template 11 is arranged on the structural support 13, and the side of the non-removal template 11 facing the structural support 13 forms a partition wall forming space 110, and the bottom of the non-removal template 11 is defined as a beam forming side template 111 at a certain elevation; and the two side templates 4 for beam forming are arranged on the building floor, and form a beam forming space 20 with the beam forming side template 111; the partition wall mesh 12 is installed on the structural support 13 and / or the non-removal template 11, and the partition wall mesh 12 is at least located in the partition wall forming space 110. In this embodiment, a non-disassembly template 11 of the prefabricated mesh partition wall 1 is used as a side template of the beam, and then a beam forming template is set after the mesh partition wall 1 is installed, so that the dry structure of the partition wall and the beam can be formed and installed in an integrated manner; then, the partition wall concrete can be formed while the beam is cast, and finally it can be cured as a whole, so that the partition wall and the beam are formed in one piece and cured synchronously, which improves efficiency and reduces wet work.

[0042] The structural support 13 is the main bearing structure of the mesh partition wall 1, and its structural form is set throughout the body, and is used to support between floors. Preferably, the structural support 13 includes a support keel and / or a support frame. "And / or" is defined as the structural support 13 is a support keel; or the structural support 13 is a support frame; or the structural support 13 is a combination of a support keel and a support frame.

[0043] Furthermore, the supporting keel may be a channel steel keel, an H-shaped steel keel, a square steel tube, etc.; the supporting frame may be a square tube frame, an H-shaped steel frame, etc.

[0044] The partition wall mesh 12 is used as the structural layer of the partition wall. On the one hand, it strengthens the structure, on the other hand, it facilitates the subsequent formation of functional space, and on the other hand, it facilitates the molding of the partition wall concrete. Figure 1 , Figure 2 and Figure 3 The partition wall mesh 12 is a wavy mesh. The wavy mesh is defined as a trough near the structural support 13, and a crest away from the structural support 13. Further, the crest and trough are implemented as a boss structure, that is, a flat shape, which is convenient for better slurry hanging and installation. Preferably, the partition wall mesh 12 is a mesh structure made of steel wire mesh or other materials with equivalent strength.

[0045] Further, please combine Figure 1 and Figure 3 , the trough of the corrugated mesh panel is installed against the structural support 13 and / or the non-disassembly template 11, and a hollow space 120 is formed between the crest and the non-disassembly template 11. Whether the trough of the corrugated mesh panel is installed against the structural support 13 or the non-disassembly template 11 depends on the installation method of the corrugated mesh panel. If the corrugated mesh panel is installed on the structural support 13, it is close to the structural support 13; if it is installed on the non-disassembly template 11, it is close to the non-disassembly template 11. Further, when the structural support 13 is a supporting keel, the trough, the supporting keel and the non-disassembly template 11 are integrally installed and fixed by screws. Of course, this is not the only limitation as a preferred installation method for the corrugated mesh panel; the crest, the supporting keel and the non-disassembly template 11 can also be installed by screws or tie screws, or the crest and the non-disassembly template 11 can be installed, and the supporting keel can be installed separately on the non-disassembly template 11.

[0046] The hollow space 120 is a functional space that has the functions of sound insulation and heat preservation. Moreover, the hollow space 120 can be subsequently improved and adaptively changed. Specifically, the hollow space 120 is arranged along the floor height direction of the building floor. This embodiment cites several implementation methods as follows:

[0047] The hollow space 120 is defined as a space for laying out pipelines. At present, most cast-in-place partition walls are installed by digging pipeline trenches. In this embodiment, the hollow space 120 formed by the wavy structure of the partition wall mesh plate 12 realizes pipeline layout, which is simple, convenient and economical.

[0048] Alternatively, the hollow space 120 is poured and filled to be supported between floors of the building floor. This structural form can be used for structural reinforcement. After being poured and filled, the hollow space 120 can be used as a small column to strengthen the support.

[0049] Alternatively, the hollow space 120 is poured and filled and is defined as a foundation for setting hanging points. In this structural form, by installing hanging points at the filling location, transportation and hanging from the factory to the construction site are facilitated, and the hanging force is enhanced.

[0050] The "beam" in this embodiment can be a secondary beam or a water-stopping reverse beam 2. This embodiment is described with the water-stopping reverse beam 2 as a preferred implementation. Correspondingly, the beam forming space 20 is defined as the forming space of the water-stopping reverse beam 2. Among them, the water-stopping reverse beam 2 is cast on the building floor. Correspondingly, the building floor is defined as the bottom mold of the water-stopping reverse beam 2 (not shown in the figure, but those skilled in the art should be able to know its position and function based on the text description).

[0051] Specifically, the part of the non-dismantling template 11 near the floor slab at a certain elevation is defined as the beam forming side mold 111 of the water-stop anti-beam 2, and the bottom mold (floor slab) of the beam forming template and the beam forming side mold 4 (which can be Figure 2 The beam forming space 20 is formed by the bottom mold being implemented as a floor slab. Preferably, the two side molds 4 of the beam forming can be either a non-disassembly mold or a casting mold ( Figure 2 The one provided is the casting template).

[0052] Furthermore, two specific implementation methods are provided for the forming method of the mesh partition wall 1 in this embodiment. First, the mesh partition wall 1 is formed by spraying, and the partition wall can be formed by spraying directly on the partition mesh 12; second, this embodiment also includes a second non-disassembly template 14, which is arranged opposite to the first non-disassembly template 11 to form a partition wall forming space 110, and grouting can be performed. As a preferred implementation method of this embodiment, the first non-disassembly template 11, the beam forming two side templates 4 and the second non-disassembly template 14 can all adopt high-performance concrete panels or fiber concrete panels.

[0053] The function of the partition wall is mainly to divide the indoor space, and the indoor spaces in different areas are connected through the door opening 3. In this embodiment, the partition wall can be formed with the door opening 3 in one piece. Specifically, at least two structural supports 13 of the mesh partition wall 1 are arranged on both sides of the door opening 3. Further, the structural support 13 is a channel steel keel, and the notches of the two channel steel keels are arranged opposite to each other, and the notches are filled with concrete to form a door pier 30.

[0054] It should be noted that the materials of the concrete required for the beam forming space and the concrete required for the partition wall forming space are not limited to concrete, mortar, high-performance concrete, fiber concrete, etc., or other mixed materials suitable for construction.

[0055] The beneficial effects of this embodiment are:

[0056] The utility model uses a non-disassembly template 11 of the prefabricated mesh partition wall 1 as a side template of the beam, and then sets a beam forming template after the mesh partition wall 1 is installed, so that the dry structure of the partition wall and the beam can be cooperatively formed and installed in one piece; then, the partition wall concrete can be formed while the beam is cast, and finally it can be cured as a whole, so that the partition wall and the beam are formed in one piece and cured synchronously, which improves efficiency and reduces wet work.

[0057] The corrugated mesh plate is used to form a hollow space 120 between the corrugated mesh plate and the non-disassembly template 11. The hollow space 120 has rich functionality. It can be used for pipeline layout; or supported between floors after pouring and filling to strengthen the supporting structure; or used as a hanging point after pouring and filling to facilitate subsequent setting of hanging points for hoisting and transportation.

[0058] When pouring the water-stopping inverted beam 2, the mesh partition wall 1 is installed on the floor slab, and the forming template of the water-stopping inverted beam 2 is directly set on one side, the floor slab is regarded as the bottom template, and the beam forming side template 111 of the beam forming template and the bottom part of the non-disassembly template 11 are regarded as the side template to form the beam forming space 20 of the water-stopping inverted beam 2. The beam and the partition wall are formed and maintained synchronously, which improves the construction efficiency and reduces the construction period.

[0059] The partition wall can be formed by spraying grout on the partition wall mesh plate 12, or a second non-disassembly template 14 is provided to cooperate with the first non-disassembly template 11 to clamp and form the partition wall forming space 110 and then cast.

[0060] The utility model has a lightweight mesh partition wall and a beam cooperatively formed structure, and the overall structure is lightweight, which is suitable for new construction, expansion, and urban renewal and renovation projects, and will not cause a large load-bearing pressure on the main body of old buildings. The wall surface and structure are formed at one time, and the overall structure is lightweight, which is convenient for renovation in shantytown renovation or urban renewal, and the renovation cost is low.

[0061] The wall is lightweight and light, and the wall and secondary structure (beam or door opening) are constructed together to reduce cross-operation and improve efficiency.

[0062] Furthermore, the utility model is described in detail above in conjunction with the embodiments of the drawings, and a person skilled in the art can make various variations of the utility model according to the above description. Therefore, certain details in the embodiments should not constitute a limitation of the utility model, and the scope of protection of the utility model shall be defined by the scope of the attached claims.

Claims

1. Lightweight mesh partition wall and beam cooperative forming structure, characterized in that: include: A structural support, wherein the structural support is provided on a building floor; A non-disassembly template, the non-disassembly template is arranged on the structural support, the side of the non-disassembly template facing the structural support forms a partition wall forming space, and the bottom of the non-disassembly template is defined as a beam forming side template at a certain elevation; Two side molds for beam forming, the two side molds for beam forming are supported on the building floor and form a beam forming space with the one side mold for beam forming; A partition wall mesh panel is installed on the structural support and / or the one-piece template that does not require disassembly, and the partition wall mesh panel is at least located in the partition wall forming space.

2. The lightweight mesh partition wall and beam cooperatively formed structure according to claim 1, characterized in that: The structural support includes a support keel and / or a support frame.

3. The lightweight mesh partition wall and beam cooperatively formed structure according to claim 1, characterized in that: The partition wall mesh is a wavy mesh; the wavy mesh close to the structural support is defined as a trough, and the part away from the structural support is defined as a peak.

4. The lightweight mesh partition wall and beam cooperatively formed structure according to claim 3, characterized in that: The trough of the wavy mesh plate is installed against the structural support and / or the non-disassembly template; a hollow space is formed between the wave crest and the non-disassembly template.

5. The lightweight mesh partition wall and beam cooperatively formed structure according to claim 4, characterized in that: The hollow space is arranged along the floor height direction of the building floor; the hollow space is defined as a pipeline arrangement space; or the hollow space is poured, filled and supported between the floors of the building floor; Alternatively, the hollow space is filled with concrete and is defined as a foundation for setting hanging points.

6. The lightweight mesh partition wall and beam cooperatively formed structure according to claim 1, characterized in that: The beam forming space is defined as a forming space for a water-stopping inverted beam; the water-stopping inverted beam is cast on the building floor.

7. The lightweight mesh partition wall and beam cooperatively formed structure according to claim 1, characterized in that: It also includes a second disassembly-free template, which is arranged opposite to the first disassembly-free template, and the partition wall forming space is formed between the first disassembly-free template and the second disassembly-free template.

8. The lightweight mesh partition wall and beam cooperatively formed structure as claimed in claim 3, characterized in that: The wave crests and / or wave troughs are flat; the wave troughs are fixedly mounted on the structural support and / or the one-piece template that does not require disassembly.

9. The lightweight mesh partition wall and beam cooperatively formed structure according to claim 1, characterized in that: The mesh partition wall forms a door opening when installed, and at least two structural supports of the mesh partition wall are arranged on both sides of the door opening.

10. The lightweight mesh partition wall and beam cooperatively formed structure according to claim 9, characterized in that: The structural support is a channel steel keel, and the notches of the two channel steel keels are arranged opposite to each other, and the notches are filled with concrete.

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