CN216196631U

CN216196631U - Supporting seat for building template

Info

Publication number: CN216196631U
Application number: CN202122298676.1U
Authority: CN
Inventors: 于立; 张晓娜; 赵红霞; 梁志平; 谭开智; 吴阳
Original assignee: China Huashi Enterprises Co Ltd
Current assignee: China Huashi Enterprises Co Ltd
Priority date: 2021-09-23
Filing date: 2021-09-23
Publication date: 2022-04-05
Anticipated expiration: 2031-09-23

Abstract

The utility model belongs to the technical field of building construction, and discloses a supporting seat for a building template. Wherein, be equipped with the reinforcement assembly in supporting the floor, the reinforcement assembly includes face reinforcement and board end reinforcement, and face reinforcement and board end reinforcement set up along supporting the thickness direction interval of floor. The bracing piece is made by the brittle material and is equipped with two at least, and the one end of each bracing piece all links firmly on face reinforcement and board end reinforcement, and the other end all stretches out support floor to be configured and be connected with the template base. The reinforcing rods are positioned in the supporting floor and are respectively connected with the supporting rods, so that the deformation resistance of the supporting rods is improved. Each bracing piece is made by brittle material, when demolising the remaining bracing piece that stretches out outside the support floor slab in the later stage, strikes remaining part through the power and can demolish it, demolishs the process portably, greatly reduced later stage construction cost.

Description

Supporting seat for building template

Technical Field

The utility model relates to the technical field of building construction, in particular to a supporting seat for a building template.

Background

The aluminum alloy template has the advantages of high construction efficiency, short period, reusability, low cost, convenient construction, high efficiency, good stability, high bearing capacity and the like, and is widely applied to the field of house construction.

At present, in the construction process of an aluminum alloy template, a template support base mostly adopts a method of embedding a steel bar ring, and after construction is completed and the aluminum alloy template is detached, the steel bar ring which is remained outside and embedded needs to be cut, so that a floor slab is parallel and level, and delivery is completed. However, the steel bar rings are firmly embedded, and the cutting and dismantling process is time-consuming and labor-consuming and high in cost.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide a supporting seat for a building template, which is simple in structure, firm in supporting and convenient for removing a structural member remained outside a floor slab.

In order to achieve the purpose, the utility model adopts the following technical scheme:

a support base for a building formwork comprising:

the reinforced assembly comprises a plate surface reinforcing member and a plate bottom reinforcing member, and the plate surface reinforcing member and the plate bottom reinforcing member are arranged at intervals along the thickness direction of the support floor slab;

at least two support rods made of brittle materials, wherein one end of each support rod is fixedly connected to the plate surface reinforcing member and the plate bottom reinforcing member, and the other end of each support rod extends out of the support floor slab and is configured to be connected with the template base;

and the reinforcing rods are positioned in the support floor slab and are respectively connected with the support rods.

Optionally, each bracing piece all is perpendicular to the support floor and interval setting, and the stiffener is connected perpendicularly on each bracing piece.

Optionally, the panel reinforcement and the panel base reinforcement are parallel to each other.

Optionally, each support rod is a screw rod, and each support rod is provided with a nut to fix the template base.

Alternatively, the support floor is cast of concrete.

Optionally, the panel reinforcement comprises a cross-linked panel transverse bar and a panel longitudinal bar, and each support bar is fixedly connected to the panel transverse bar and/or the panel longitudinal bar.

Optionally, a lashing connection is provided between the deck transverse bars and the deck longitudinal bars.

Optionally, the support bars are welded to the deck transverse bars and/or the deck longitudinal bars.

Optionally, the plate bottom reinforcing member comprises a plate bottom transverse rod and a plate bottom longitudinal rod which are connected in a cross manner, and each supporting rod is fixedly connected to the plate bottom transverse rod and/or the plate bottom longitudinal rod.

Optionally, the number of the support rods is two, and two ends of the reinforcing rod are connected to the two support rods respectively.

Has the advantages that:

according to the support seat for the building template, one end of each support rod is fixedly connected into the support floor slab and is connected with the plate surface reinforcing piece and the plate bottom reinforcing piece in the support floor slab, so that the bearing capacity of the support rods is improved. The other end of each support rod extends out of the support floor to fix the template base. The reinforcing rods connect the supporting rods, so that the deformation resistance of the supporting rods is further improved. Each bracing piece is made by brittle material, when demolising the remaining bracing piece that stretches out outside the support floor slab in the later stage, strikes remaining part through the power and can demolish it, demolishs the process portably, greatly reduced later stage construction cost. In conclusion, the support seat for the building template provided by the utility model has the advantages of simple structure, firm support and convenience in dismantling residual structural members.

Drawings

Fig. 1 is a schematic structural view of a support base for a building formwork according to an embodiment of the present invention.

In the figure:

1. supporting the floor slab; 11. a reinforcement assembly; 111. a panel reinforcement; 1111. a board surface transverse bar; 1112. a board surface longitudinal bar; 112. a plate bottom reinforcement; 1121. a plate bottom transverse bar; 1122. a plate bottom longitudinal bar; 2. a support bar; 21. a nut; 3. a reinforcing bar; 4. a template base.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the utility model and are not limiting of the utility model. It should be further noted that, for the convenience of description, only some of the structures related to the present invention are shown in the drawings, not all of the structures.

In the description of the present invention, unless expressly stated or limited otherwise, the terms "connected," "connected," and "fixed" are to be construed broadly, e.g., as meaning permanently connected, removably connected, or integral to one another; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.

In the present invention, unless otherwise expressly stated or limited, "above" or "below" a first feature means that the first and second features are in direct contact, or that the first and second features are not in direct contact but are in contact with each other via another feature therebetween. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.

In the description of the present embodiment, the terms "upper", "lower", "right", etc. are used in an orientation or positional relationship based on that shown in the drawings only for convenience of description and simplicity of operation, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used only for descriptive purposes and are not intended to have a special meaning.

The supporting seat for the building templates that this embodiment provided, simple structure, it is firm to support, and is convenient for demolish the structure of remaining outside the floor. As shown in fig. 1, the support seat for a building formwork specifically includes: support floor 1, bracing piece 2 and stiffener 3.

In this embodiment, support floor 1 level setting, be equipped with in the support floor 1 and consolidate subassembly 11, consolidate subassembly 11 and include face reinforcement 111 and board end reinforcement 112, and face reinforcement 111 and board end reinforcement 112 set up along the thickness direction interval of supporting floor 1 to support floor 1's whole face structure in the not co-altitude direction of supporting floor 1, improved the structural strength and the resistance to deformation ability of supporting floor 1. In other embodiments, the support floor 1 may also be arranged perpendicular to the ground, forming a support wall. Alternatively, the plate surface reinforcing member 111 and the plate bottom reinforcing member 112 are parallel to each other, and when the upper and lower surfaces of the support floor 1 are pulled or pressed, the local stress of the support floor 1 is uniform and is not easily broken.

One end of the support rod 2 is fixedly connected to the plate surface reinforcing member 111 and the plate bottom reinforcing member 112, and the other end extends out of the support floor 1 and is configured to be connected to the formwork base 4 to fix the formwork base 4. The number of the support rods 2 is at least two to form at least two point constraints to securely fix the formwork base 4 against rotation and displacement. Each support bar 2 is made of a brittle material such as: high strength ceramics, glass, concrete, cast iron, brittle steel, and the like. Demolish in the later stage and stretch out the support floor 1 outside the time of remaining bracing piece 2, can accomplish through heavily knocking, demolish the process simple and convenient, greatly reduced later stage construction cost. The reinforcing rods 3 are positioned in the supporting floor slab 1 and are respectively connected with the supporting rods 2. The reinforcing rods 3 connect the supporting rods 2 together to form an integral structure, and the structural strength and the deformation resistance of the integral structure are improved.

In this embodiment, the supporting floor slab 1 is formed by casting concrete, and before the casting is started, the reinforcing members 11, the supporting rods 2 and the reinforcing rods 3 are arranged at corresponding positions and integrally connected. After the concrete is solidified, the rest structures are all coated in the solid concrete except the part of the support rod 2 exposed out of the support floor 1. The concrete after solidifying has further strengthened the tensile and compressive capacity of bracing piece 2, has improved the steadiness of template base 4. In other embodiments, the support floor 1 may also be a brick and concrete structure.

Optionally, the panel reinforcement 111 comprises a cross-linked panel cross bar 1111 and a panel longitudinal bar 1112, and each support bar 2 is attached to the panel cross bar 1111 and/or the panel longitudinal bar 1112. In this embodiment, a plurality of plate surface transverse rods 1111 and a plurality of plate surface longitudinal rods 1112 are disposed in the support floor 1, each plate surface transverse rod 1111 and each plate surface longitudinal rod 1112 are reinforcing steel bars, each plate surface transverse rod 1111 is parallel to each other and horizontally disposed below the upper surface of the support floor 1, each plate surface longitudinal rod 1112 is parallel to each other and horizontally disposed below the upper surface of the support floor 1, each plate surface transverse rod 1111 is perpendicular to each plate surface longitudinal rod 1112, and a mesh surface structure is formed. The solid-state piece of reticular face reinforcement 111 can support supporting floor 1 concrete everywhere to prevent to support floor 1's local the emergence fracture, improved the steadiness of bracing piece 2 and cope match-plate pattern base 4.

In order to form the panel reinforcement 111 into an integrated structure, in this embodiment, the panel transverse rods 1111 and the panel longitudinal rods 1112 are bound together, so that the connection is reliable and the operation is simple. In other embodiments, the panel transverse bars 1111 and the panel longitudinal bars 1112 may be connected by welding or the like, and the integrated panel reinforcement 111 may be formed as well.

Optionally, the panel bottom reinforcement 112 comprises cross-connected panel bottom transverse rods 1121 and panel bottom longitudinal rods 1122, and each support rod 2 is attached to the panel bottom transverse rods 1121 and/or the panel bottom longitudinal rods 1122. In the present embodiment, a plurality of bottom transverse rods 1121 and bottom longitudinal rods 1122 are disposed in the support floor 1, the bottom transverse rods 1121 are parallel to each other and horizontally disposed below the upper surface of the support floor 1, the bottom longitudinal rods 1122 are parallel to each other and horizontally disposed below the upper surface of the support floor 1, and the bottom transverse rods 1121 are perpendicular to the bottom longitudinal rods 1122 to form a mesh-shaped surface structure. The net-shaped plate bottom reinforcing member 112 can support the concrete solid blocks at each position of the support floor slab 1, so that the local part of the support floor slab 1 is prevented from cracking, and the stability of the support rod 2 and the upper template base 4 thereof is improved.

In this embodiment, the two support rods 2 are provided, and the two ends of the reinforcing rod 3 are respectively connected to the two support rods 2. Optionally, each support rod 2 is perpendicular to the support floor 1 and arranged at intervals, and the reinforcing rods 3 are vertically connected to each support rod 2. Specifically, two bracing pieces 2 are vertically arranged on the support floor slab 1 side by side, the reinforcing rod 3 is horizontally clamped between the two bracing pieces 2, and two ends of the reinforcing rod are respectively welded on the bracing pieces 2. Preferably, each support rod 2 is welded on the plate surface transverse rod 1111 and/or the plate surface longitudinal rod 1112, the welding connection is reliable, and the structural rigidity of the support rod 2 as an integral structural member is high. As shown in fig. 1, the lower ends of the two support rods 2 are welded not only to the plate-surface cross rods 1111 but also to the plate-bottom cross rods 1121, and the plate-surface reinforcing member 111 and the plate-bottom reinforcing member 112 simultaneously restrain the support rods 2, so that the connection between the support rods 2 and the support floor slab 1 is firm and the support floor slab 1 is not easily separated.

In one embodiment, each support rod 2 is a threaded rod, and each support rod 2 is provided with a nut 21 to fix the formwork base 4. As shown in fig. 1, the form base 4 is a square base, and two through holes are formed in the square base, the form base 4 is placed on the support floor 1, the upper ends of the two support rods 2 respectively penetrate through the two through holes, and the nuts 21 on the support rods 2 are screwed, so that the nuts 21 are pressed against the form base 4 to complete the installation and fixation of the form base 4, and the operation is simple and convenient, and the fixation is firm. In other embodiments, the template base 4 may also be connected to the support bar 2 by welding, hooking, etc., and will not be described herein.

The utility model provides a support seat for a building template, which comprises the following construction processes: firstly, the plate surface reinforcing member 111 and the plate bottom reinforcing member 112 are tiled at different heights, the plate surface transverse rod 1111 and the plate surface longitudinal rod 1112 of the plate surface reinforcing member 111 are bound, and the plate bottom transverse rod 1121 and the plate bottom longitudinal rod 1122 of the plate bottom reinforcing member 112 are bound. Next, the support rods 2 are welded to the panel reinforcement 111 and the panel bottom reinforcement 112, and the support rods 2 are connected by the reinforcing rods 3. And finally, pouring concrete for supporting the floor slab 1. After the concrete is solidified, the template base 4 can be connected to the upper ends of the support rods 2. At the construction later stage, the back is demolishd to template base 4, through strikeing each bracing piece 2 energetically, can demolish it to leveling support floor 1, demolishs the process portably, greatly reduced later stage construction cost.

It should be understood that the above-described embodiments of the present invention are merely examples for clearly illustrating the present invention, and are not intended to limit the embodiments of the present invention. Numerous obvious variations, adaptations and substitutions will occur to those skilled in the art without departing from the scope of the utility model. And are neither required nor exhaustive of all embodiments. Any modification, equivalent replacement, and improvement made within the spirit and principle of the present invention should be included in the protection scope of the claims of the present invention.

Claims

1. A kind of building template uses the supporting seat, characterized by comprising:

the reinforced floor slab comprises a supporting floor slab (1), wherein a reinforcing assembly (11) is arranged in the supporting floor slab (1), the reinforcing assembly (11) comprises a plate surface reinforcing member (111) and a plate bottom reinforcing member (112), and the plate surface reinforcing member (111) and the plate bottom reinforcing member (112) are arranged at intervals along the thickness direction of the supporting floor slab (1);

at least two support rods (2) made of brittle materials, wherein one end of each support rod (2) is fixedly connected to the plate surface reinforcing part (111) and the plate bottom reinforcing part (112), and the other end of each support rod extends out of the support floor (1) and is configured to be connected with the template base (4);

and the reinforcing rods (3) are positioned in the supporting floor slab (1) and are respectively connected with the supporting rods (2).

2. A support base for a construction formwork according to claim 1, wherein each of said support bars (2) is arranged at intervals perpendicular to said support floor (1), and said reinforcing bars (3) are vertically connected to each of said support bars (2).

3. The support base for construction forms of claim 1, wherein the panel reinforcement (111) and the panel bottom reinforcement (112) are parallel to each other.

4. The support base for construction forms according to claim 1, wherein each of the support rods (2) is a screw, and each of the support rods (2) is provided with a nut (21) for fixing the form base (4).

5. A support base for building forms according to claim 1, characterised in that the supporting floor (1) is cast of concrete.

6. A support base for a building formwork according to claim 1, wherein the panel reinforcement (111) comprises a panel transverse bar (1111) and a panel longitudinal bar (1112) which are connected in a cross-wise manner, each support bar (2) being attached to the panel transverse bar (1111) and/or the panel longitudinal bar (1112).

7. A support base for building templates according to claim 6, characterised in that the plate surface transverse bar (1111) and the plate surface longitudinal bar (1112) are in lashed connection.

8. A support base for building templates according to claim 6, characterised in that each support bar (2) is welded to the deck transverse bar (1111) and/or to the deck longitudinal bar (1112).

9. A support base for a building formwork according to claim 1, wherein the panel bottom reinforcement (112) comprises cross-linked panel bottom transverse bars (1121) and panel bottom longitudinal bars (1122), and each support bar (2) is attached to the panel bottom transverse bars (1121) and/or the panel bottom longitudinal bars (1122).

10. A support base for a building formwork according to any one of claims 1 to 9, wherein said support bars (2) are provided in two, and both ends of said reinforcing bar (3) are connected to said two support bars (2), respectively.