CN217923724U - Construction structure for single-side formwork erection of building - Google Patents

Construction structure for single-side formwork erection of building Download PDF

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Publication number
CN217923724U
CN217923724U CN202222043068.0U CN202222043068U CN217923724U CN 217923724 U CN217923724 U CN 217923724U CN 202222043068 U CN202222043068 U CN 202222043068U CN 217923724 U CN217923724 U CN 217923724U
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China
Prior art keywords
formwork
template
mounting panel
stagnant water
construction
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CN202222043068.0U
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Chinese (zh)
Inventor
刘鑫
向科平
徐卫国
于芳
谭贤亮
张慧
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23th Metallurgical Construction Group Co ltd Of Minmetals
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23th Metallurgical Construction Group Co ltd Of Minmetals
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Abstract

The utility model discloses a building unilateral formwork construction structure relates to construction technical field. The utility model discloses a template runs through and sliding connection has a plurality of stagnant water reinforcing bars in, and stagnant water reinforcing bar surface runs through and slides and has the mounting panel, and mounting panel one side contacts with one side of template, and the opposite side department of mounting panel is provided with the frame pipe that two sets of symmetries set up, includes two frame pipes in every frame pipe of group. The utility model discloses a "fender pile adhesion formula" formwork technology improves the "ground atress" of formwork support system into "fender pile drawknot atress", has avoided the unstable influence to the formwork support system of ground, and is more convenient for the unilateral formwork method of current formwork support structure, and the influence of avoiding the operation within range because of the environment to template construction stability that can to a great extent.

Description

Construction structure for single-side formwork erection of building
Technical Field
The utility model belongs to the technical field of the construction, especially, relate to building unilateral formwork construction structures.
Background
The cover-excavation top-down construction method underground engineering outer wall construction needs short excavation, strong support and layered excavation, the excavation height of each layer is 2-3 meters generally, a plate outer wall is bound and poured immediately to form a stable external support, the environment of a construction working face of the layered excavation is narrow, meanwhile, an operation platform is a soil layer or a sand layer, the texture is soft, a relatively stable rigid structure is not used for supporting in an operation space, scaffold sinking and displacement can occur when ordinary formwork support is used for formwork construction, the formwork loses stable support, the appearance quality of the outer wall is seriously influenced, and the rework cost is increased.
In order to solve the problem, the utility model provides a building unilateral formwork construction structures.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a building unilateral formwork construction structures, solve current ordinary formwork and carry out the template construction and can appear that the scaffold frame is sunken, the displacement, lead to the template to lose the outrigger, seriously influence the appearance quality increase rework cost's of outer wall problem.
In order to solve the technical problem, the utility model discloses a realize through following technical scheme:
the utility model discloses a building unilateral formwork construction structures, which comprises a template, run through and sliding connection has a plurality of stagnant water reinforcing bars in the template, stagnant water reinforcing bar surface runs through and slides there is the mounting panel, mounting panel one side contacts with one side of template, and the opposite side department of mounting panel is provided with the frame pipe that two sets of symmetries set up, and including two frame pipes in every frame pipe of group, a side of two frame pipes is provided with the butterfly buckle, and the butterfly buckle runs through stagnant water reinforcing bar and its sliding connection, and the surperficial threaded connection of stagnant water reinforcing bar has fastening nut.
Furthermore, another side fixedly connected with stopper of mounting panel, the upper surface of stopper and the frame pipe lower extreme contact that is located the below in every group frame pipe can conveniently install the frame pipe in mounting panel one side through placing the frame pipe on the stopper.
Furthermore, a cushion block is placed at the lower end of the template and is in contact with the ground, the cushion block is cushioned at the lower end of the template, the template can be conveniently dismounted after the template is poured and formed, and the cushion block is firstly dismounted after the template is poured and formed, so that the template is conveniently dismounted after the lower end of the template is suspended.
Furthermore, a plurality of grooves are formed in the other side face of the template, so that the template can be conveniently detached after pouring and forming.
Furthermore, a plurality of butterfly buckles are arranged, so that the rack pipe can be more firmly arranged on the mounting plate.
Furthermore, one end of the water stopping reinforcing steel bar is installed in the pouring surface, and the template can be conveniently installed after the position of the water stopping reinforcing steel bar is fixed.
The utility model discloses following beneficial effect has:
1. the utility model discloses a reserve installation stagnant water reinforcing bar in the interior rebar wall of the wall body that need pour, place the cushion in the wall body department that needs pour afterwards, laminate template and rebar wall face, through twisting with the spanner and moving fastening nut and can compress tightly the butterfly buckle on a pipe with fastening nut, can be with firm the installing on rebar wall face of template through a pipe frame, "prop up fender pile attached form" formwork technology, improve "ground atress" of formwork support frame system into "fender pile drawknot atress", the influence of the unstable to formwork support system of ground has been avoided, it is more convenient for the unilateral formwork method of current formwork support structure, and the influence of avoiding because of the environment to formwork construction stability in the operation scope that can to a great extent.
2. The utility model discloses a backing up the cushion and can conveniently pouring the shaping back form removal at the template lower extreme, demolish the cushion earlier after pouring the shaping for the template is just dismantled at the unsettled rear of template lower extreme.
Of course, it is not necessary for any particular product to achieve all of the above-described advantages at the same time.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments are briefly introduced below, it is obvious that the drawings in the description below are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic view of the present invention;
FIG. 2 is an enlarged schematic view of the structure at A in FIG. 1;
FIG. 3 is a schematic side view of the present invention;
fig. 4 is another schematic structural view of the template.
In the drawings, the components represented by the respective reference numerals are listed below: 1. a template; 2. water stopping steel bars; 3. mounting a plate; 4. erecting a pipe; 5. a butterfly buckle; 6. fastening a nut; 7. a limiting block; 8. cushion blocks; 9. a strip-shaped groove.
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 of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "upper", "middle", "outer", "inner", and the like, indicate positional or positional relationships, are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the referenced components or elements must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention.
Please refer to fig. 1-4, the utility model discloses a building unilateral formwork construction structures, including template 1, run through and sliding connection has a plurality of stagnant water reinforcing bar 2 in the template 1, stagnant water reinforcing bar 2 surface runs through and slides and has mounting panel 3, 3 one sides of mounting panel and one side contact of template 1, the opposite side department of mounting panel 3 is provided with the frame pipe 4 that two sets of symmetries set up, including two frame pipes 4 in every frame pipe 4 of group, a side of two frame pipes 4 is provided with butterfly buckle 5, butterfly buckle 5 runs through stagnant water reinforcing bar 2 rather than sliding connection, stagnant water reinforcing bar 2's surperficial threaded connection has fastening nut 6.
The other side fixedly connected with stopper 7 of mounting panel 3, the upper surface of stopper 7 and every group put up the pipe 4 lower extreme contact of the frame pipe 4 that lies in the below in the pipe 4, can conveniently install frame pipe 4 in mounting panel 3 one side through placing frame pipe 4 on stopper 7.
Cushion 8 has been placed to the lower extreme of template 1, and cushion 8 and ground contact can conveniently pour the shaping back form removal through having cushioned cushion 8 at template 1 lower extreme, demolish cushion 8 earlier after pouring the shaping for template 1 is conveniently demolishd after 1 lower extreme of template is unsettled.
The other side surface of the template 1 is provided with a plurality of strip-shaped grooves 9, so that the template 1 can be conveniently dismantled after pouring and forming.
The butterfly buckle 5 is provided with a plurality of butterfly buckles, so that the rack pipe 4 can be more firmly arranged on the mounting plate 3.
In pouring the face, can be easy to assemble template 1 after the position through fixed stagnant water reinforcing bar 2, the one end of stagnant water reinforcing bar 2 is installed.
As shown in fig. 1 to 4, the present embodiment is a method for using a single-side formwork construction structure: through reserve installation stagnant water reinforcing bar 2 in the reinforced wall in the wall body that need pour, place cushion 8 in the wall body department that needs pour afterwards, laminate template 1 and reinforced wall face, through twisting with the spanner and moving fastening nut 6 and can compress tightly butterfly buckle 5 on frame pipe 4 with fastening nut 6, can be with firm the installing on reinforced wall face of template 1 through frame pipe 4, "prop up fender pile attached form" formwork technology, improve "ground atress" of formwork support frame system into "fender pile drawknot atress", the influence of the unstable ground to the formwork support system has been avoided, it is more convenient for the unilateral formwork method of current formwork support structure, and the influence of avoiding because of the environment to template construction stability in the operation scope that can to a great extent.
In the description of the present specification, reference to the description of "one embodiment," "an example," "a specific example," etc., means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The preferred embodiments of the present invention disclosed above are intended to aid in the description of the invention. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, to thereby enable others skilled in the art to best understand the invention for and utilize the invention. The present invention is limited only by the claims and their full scope and equivalents.

Claims (6)

1. Building unilateral formwork construction structures, including template (1), its characterized in that: run through and sliding connection has a plurality of stagnant water reinforcing bars (2) in template (1), stagnant water reinforcing bar (2) surface runs through and slides and has mounting panel (3), one side contact of mounting panel (3) one side and template (1), the opposite side department of mounting panel (3) is provided with frame pipe (4) that two sets of symmetries set up, including two frame pipes (4) in every frame pipe (4), the side of two frame pipes (4) is provided with butterfly buckle (5), butterfly buckle (5) run through stagnant water reinforcing bar (2) and sliding connection, the surperficial threaded connection of stagnant water reinforcing bar (2) has fastening nut (6).
2. The construction structure of the single-side formwork of the building according to claim 1, wherein a limiting block (7) is fixedly connected to the other side surface of the mounting plate (3), and the upper surface of the limiting block (7) is in contact with the lower end of the frame pipe (4) positioned below in each group of frame pipes (4).
3. The construction structure of the single side formwork of claim 1, wherein a spacer block (8) is placed on the lower end of the formwork (1), and the spacer block (8) is in contact with the ground.
4. The construction structure of the single-side formwork of the building according to claim 1, wherein the other side surface of the formwork (1) is provided with a plurality of grooves (9).
5. The construction structure of one side formwork of building according to claim 1, wherein a plurality of butterfly buckles (5) are installed.
6. The construction structure of the single-side formwork of claim 1, wherein one end of the water-stopping reinforcement (2) is installed in a casting surface.
CN202222043068.0U 2022-08-04 2022-08-04 Construction structure for single-side formwork erection of building Active CN217923724U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202222043068.0U CN217923724U (en) 2022-08-04 2022-08-04 Construction structure for single-side formwork erection of building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222043068.0U CN217923724U (en) 2022-08-04 2022-08-04 Construction structure for single-side formwork erection of building

Publications (1)

Publication Number Publication Date
CN217923724U true CN217923724U (en) 2022-11-29

Family

ID=84152468

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202222043068.0U Active CN217923724U (en) 2022-08-04 2022-08-04 Construction structure for single-side formwork erection of building

Country Status (1)

Country Link
CN (1) CN217923724U (en)

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