CN218205769U

CN218205769U - Wall body pouring mold

Info

Publication number: CN218205769U
Application number: CN202222123601.4U
Authority: CN
Inventors: 王明荣
Original assignee: Individual
Current assignee: Individual
Priority date: 2022-08-12
Filing date: 2022-08-12
Publication date: 2023-01-03
Anticipated expiration: 2032-08-12

Abstract

The utility model discloses a wall body pouring mould, which comprises a template, a riveting ring, a supporting column and a filling piece, wherein one side of the template, which is deviated from a concrete body, is provided with a butt joint part which is adjustably connected with the supporting column; the part of the riveting ring is immersed into the concrete body, and the part of the riveting ring exposed out of the concrete body and the outer wall of the concrete body define a closed ring for fixing the support column. A through hole for the pull rod to pass through is formed in the supporting column, the pull rod passes through the through hole and then is connected with the butt joint part, and a grounding mechanism is further arranged at the position, close to the bottom end, of the supporting column; the filler is used for compensating the interval between the template and the supporting column. The beneficial effects of the above technical scheme are: the support columns are fixedly connected with the template through the pull rods, so that the template can enclose a required pouring space. The angle between the support column and the template can also be adjusted. The disassembly and the assembly are very convenient.

Description

Wall body pouring mold

Technical Field

The utility model relates to a pour technical field, concretely relates to wall body pouring mould.

Background

In some construction sites, wall pouring is required to be carried out on a specific part so as to realize the soil retaining or supporting function. The existing wall pouring includes template manufacturing, concrete pouring and the like, and when concrete is poured, the template needs to be kept not to deform, so that the template needs to be firmly supported. In the prior art, the scaffold is lapped, the support frame and the template are fixed together by methods such as welding, so that construction is troublesome, and the scaffold and the template need to be cut apart in the subsequent template removal process, which wastes time and labor.

SUMMERY OF THE UTILITY MODEL

To the defect among the prior art, the utility model provides a wall body pouring mould, simple structure, the part that uses is few, and the dismouting is all more convenient.

The utility model provides a technical scheme be: a wall casting mold, comprising:

the formwork is provided with a butt joint part which is adjustably connected with the support column on one surface of the formwork, which is far away from the concrete body;

the riveting ring is partially immersed into the concrete body, and the part of the riveting ring exposed out of the concrete body and the outer wall of the concrete body define a closed ring for fixing the support column.

The supporting column is provided with a through hole for a pull rod to pass through, the pull rod passes through the through hole and then is connected with the butt joint part, and a grounding mechanism is further arranged at a position, close to the bottom end, of the supporting column; and (c) a second step of,

the filler is arranged between the template and the supporting column in an adjustable mode and used for compensating the interval between the template and the supporting column.

The beneficial effects of the above technical scheme are: the riveting ring that sets up can be fixed and carry out the atress in the concrete, and then makes subsequent support column can insert to one side and fix on riveting the ring, and the support column passes through the pull rod and is fixed continuous with the template, and then makes the template can enclose the space of pouring of synthetic needs. The angle between support column and the template can also be adjusted, and then can adjust the contained angle between template and the horizontal plane to pour out the concrete body angle that needs. When the support column is disassembled, the connection between the support column and the template is disassembled, and the support column and the template can be taken down, so that the support column is very convenient to disassemble.

Furthermore, reinforcing ribs are arranged on one surface of the template, which is far away from the concrete body. The strengthening rib can increase the intensity of template to avoid producing deformation.

Furthermore, the riveting ring is U-shaped, two ends of the riveting ring are immersed into the concrete body, and two ends of the riveting ring are provided with stressing hooks. The stressing hook can increase the adhesive force of the riveting ring, and further increase the bearing capacity of the riveting ring.

Further, the position that the support column is close to the upper end is provided with joint spare, joint spare with form the joint space between the support column, it is a plurality of the support column is through embedding the connecting plate in joint space is established ties together. The support column is clamped, and the support column is prevented from swinging left and right.

Furthermore, one side of the support column, which is far away from the concrete body, is provided with a support stop block. The support stop block can be butted with an external support component, so that the support column can be fixedly supported on the ground when the bottommost concrete body is poured.

Further, the grounding mechanism comprises a ground nail and a sleeve fixed on the supporting column, and the ground nail penetrates through the sleeve and then is fixed in a foundation. The grounding mechanism can further fix and reinforce the support column placed on the ground.

Furthermore, the top of the template is also detachably provided with a pressing strip, one side of the pressing strip, which is in contact with the template, is provided with a notch for fixing the riveting ring, and the length of the pressing strip is consistent with that of the template. The layering can increase the height of concreting body, and can be with waiting that the ring of riveting of pouring is preliminary fixed.

Furthermore, positioning pins are arranged on two sides of the supporting column adjacent to the concrete body.

Furthermore, the pull rod is provided with a hanging support rod towards the side face of one end of the template, the butt joint part is a reinforcing rib on the template, a fixing hole in butt joint with the hanging support rod is formed in the reinforcing rib, a threaded section is further arranged on the pull rod and penetrates through the penetrating hole, a nut is meshed with the threaded section, and the nut is tightly abutted to one side, deviating from the concrete body, of the support column. After the pull rod passes through the support column, the pull rod is fixed with the template through the hanging support rod.

Furthermore, the outer part of one template is connected with a plurality of supporting columns, and a force application rod is also connected between the opposite supporting columns.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the embodiments or the technical solutions in the prior art will be briefly described below. Throughout the drawings, like elements or portions are generally identified by like reference numerals. In the drawings, elements or portions are not necessarily drawn to scale.

FIG. 1 is a schematic view of an embodiment of the present invention;

fig. 2 is a schematic view of another aspect of the embodiment of the present invention;

fig. 3 is a schematic structural diagram of a template in an embodiment of the present invention;

fig. 4 is a schematic structural view of a pull rod in an embodiment of the present invention;

FIG. 5 is a schematic view of the fixing of the rivet ring according to the embodiment of the present invention;

fig. 6 is a schematic structural view of a rivet ring in an embodiment of the present invention.

Reference numerals: the concrete body 100, the support pillar 200, the support stopper 210, the sleeve 220, the clamping piece 230, the connecting plate 231, the positioning pin 240, the template 300, the reinforcing rib 310, the fixing hole 311, the pull rod 400, the threaded section 401, the hanging support rod 402, the nut 410, the filling piece 500, the batten 600, the notch 601, the bolt 602, the rivet ring 610 and the stressing hook 611.

Detailed Description

Embodiments of the present invention will be described in detail below with reference to the accompanying drawings. The following examples are only for illustrating the technical solutions of the present invention more clearly, and therefore are only examples, and the protection scope of the present invention is not limited thereby.

It is to be noted that unless otherwise specified, technical or scientific terms used herein shall have the ordinary meaning as understood by those skilled in the art to which the present invention belongs.

As shown in fig. 1 to 6, the present embodiment provides a wall casting mold, which includes a formwork 300, a supporting pillar 200, a rivet ring 610 and a filling member 500, wherein a butt joint portion adjustably connected with the supporting pillar 200 is disposed on a side of the formwork 300 away from the concrete body 100; the part of the rivet ring 610 is immersed in the concrete body 100, and the part of the rivet ring 610 exposed out of the concrete body 100 and the outer wall of the concrete body 100 define a closed ring for fixing the support column 200. A through hole for the pull rod 400 to pass through is formed in the support column 200, the pull rod 400 passes through the through hole and then is connected with the butt joint part, and a grounding mechanism is further arranged at a position, close to the bottom end, of the support column 200; the filler 500 is adjustably disposed between the mold plate and the support column, and the filler 500 is used to compensate for a space between the mold plate 300 and the support column 200. The filling member 500 is preferably a batten, and a plurality of battens are disposed at different heights of the space between the formwork and the support column, and the widths of the battens increase from bottom to top. The packing member 500 is fixed by means of friction with the support column and the formwork, and the position of the batten can be adjusted before the tie bar 400 is tightened. When moving the direction of the wood, the angle between the support columns and the formwork decreases, and when adjusting the direction of the wood, the angle between the support columns and the formwork increases.

During the use, the riveting ring 610 that sets up can be fixed and carry out the atress in concrete body 100, and then makes subsequent support column 200 can insert to one side fix on riveting ring 610, and support column 200 passes through pull rod 400 and template 300 fixed linking to each other, and then makes template 300 can enclose into the required space of pouring. The angle between the support columns 200 and the formwork 300 can also be adjusted, so that the included angle between the formwork 300 and the horizontal plane can be adjusted, and the required angle of the concrete body 100 can be poured. When the support column is detached, the support column 200 and the template 300 are disconnected, and the support column 200 and the template 300 can be taken down conveniently. The rivet ring 610 need not be removed after casting.

When pouring, the concrete has a large mass, and a reinforcing rib 310 is arranged on one surface of the template 300, which is far away from the concrete body 100. The reinforcing ribs 310 can increase the strength of the form 300 to prevent deformation.

Because the rivet ring 610 needs to bear a large weight, in order to ensure normal operation of pouring, the main body of the rivet ring 610 is set to be U-shaped, two ends of the rivet ring 610 are immersed in the concrete body 100, and two ends of the rivet ring 610 are also provided with a stressing hook 611. The forcing hooks 611 can increase the adhesion of the rivet ring 610, thereby increasing the bearing capacity of the rivet ring 610.

Since a plurality of support columns 200 are externally connected to one form 300. In order to avoid the left and right shaking of the supporting column 200, a clamping piece 230 is arranged at the position, close to the upper end, of the supporting column 200, a clamping space is formed between the clamping piece 230 and the supporting column 200, and the supporting column 200 is connected in series through a connecting plate 231 embedded into the clamping space. The support column 200 is clamped, and the support column 200 is prevented from swinging left and right.

Before the riveting ring 610 on the first layer is not fixed to the concrete body 100, when the concrete body 100 on the bottommost layer is poured, the supporting column 200 cannot be fixed through the riveting ring 610, and in order to realize the pouring of the concrete body 100 on the bottommost layer, a supporting stop block 210 is arranged on one side of the supporting column 200, which is far away from the concrete body 100. The support blocks 210 can be abutted against the external support members so that the support columns 200 can be fixedly supported on the ground when the bottommost concrete body 100 is poured. Further, the grounding mechanism comprises a ground nail and a sleeve 220 fixed on the supporting column 200, and the ground nail penetrates through the sleeve 220 and then is fixed in a foundation. The grounding mechanism can also further secure a support column 200 that is reinforced to the ground.

When pouring is carried out, the riveting ring 610 is arranged at the top of the template 300, because concrete is not poured, the riveting ring 610 is in a suspended state, in order to fix the riveting ring 610, the riveting ring is not misplaced when pouring, a pressing strip 600 is detachably arranged at the top of the template 300, a notch 601 for fixing the riveting ring 610 is formed in one side, in contact with the template 300, of the pressing strip 600, and the length of the pressing strip 600 is consistent with that of the template 300. The molding 600 can increase the height of the cast concrete body 100 and can primarily fix the rivet ring 610 to be cast. The thickness of the molding strip 600 is also consistent with the thickness of the formwork 300, so that the cast concrete body 100 can be submerged through the rivet ring 610. During operation, a through hole penetrating through the top and the bottom is formed in the pressing strip 600, a corresponding fixing hole 311 is formed in the template 300, and the pressing strip 600 can be fixed by penetrating through the bolt 602. The edge of the template 300 is a flanged edge, the fixing hole 311 is arranged on the flanged edge, and after the bolt 602 passes through the fixing hole, an operation space is formed, so that the template is convenient to disassemble.

When the support column 200 is inserted into the rivet ring 610, in order to unify the insertion length of the support column 200, positioning pins 240 are provided on both sides of the support column 200 adjacent to the concrete body 100. When inserted, the positioning pin 240 contacts the rivet ring 610, so that the support column 200 stops moving downward.

In order to connect the supporting column 200 and the formwork 300, a hanging support rod 402 is arranged on the side surface of one end of the pull rod 400 facing the formwork 300, the butt joint part is a reinforcing rib 310 on the formwork 300, a fixing hole 311 butted with the hanging support rod 402 is formed in the reinforcing rib 310, a threaded section 401 is further arranged on the pull rod 400, the threaded section 401 penetrates through the through hole, a nut 410 is meshed with the threaded section 401, and the nut 410 is tightly propped against one side of the supporting column 200, which is far away from the concrete body 100. After the pull rod 400 passes through the support column 200, it is fixed to the mold plate 300 by hooking the support rod 402.

When the multidirectional template 300 is built, the template 300 encloses a rectangular space, and in order to increase the stability between the support columns 200 in different directions, a force application rod is connected between the support columns 200 which are opposite to each other. The reinforcing rod can be fixed in a threaded manner.

In the description of the present application, it is to be understood that the terminology used herein is for the purpose of description only and is not intended to be interpreted as indicating or implying any relative importance or implicit indication of the number of technical features indicated. In the description of the present invention, "a plurality" means two or more unless specifically limited otherwise.

In this application, unless expressly stated or limited otherwise, the terms "connected," "secured," and the like are to be construed broadly and can include, for example, fixed connections, removable connections, or integral combinations thereof; may be an electrical connection; either directly or indirectly through intervening media, either internally or in any other relationship. 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 the specification of the present invention, a large number of specific details are explained. It is understood, however, that embodiments of the invention may be practiced without these specific details. In some instances, well-known methods, systems, and techniques have not been shown in detail in order not to obscure an understanding of this description.

Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; such modifications and substitutions do not substantially depart from the scope of the embodiments of the present invention, and are intended to be covered by the claims and the specification.

Claims

1. The utility model provides a wall body pouring mould which characterized in that includes:

the formwork (300), one side of the formwork (300) departing from the concrete body (100) is provided with a butt joint part adjustably connected with the supporting column (200);

the riveting ring (610), a part of the riveting ring (610) is immersed into the concrete body (100), and a closed ring for fixing the supporting column (200) is defined by the part of the riveting ring (610) exposed out of the concrete body (100) and the outer wall of the concrete body (100);

the supporting column (200) is provided with a through hole for a pull rod (400) to pass through, the pull rod (400) passes through the through hole and then is connected with the butt joint part, and a grounding mechanism is further arranged at a position, close to the bottom end, of the supporting column (200); and the number of the first and second groups,

a filler (500), the filler (500) being adjustably disposed between the form (300) and the support column (200).

2. A wall casting mould according to claim 1, characterized in that the side of the formwork (300) facing away from the concrete body (100) is provided with reinforcement ribs (310).

3. The wall casting mold according to claim 1, wherein the rivet ring (610) is U-shaped, two ends of the rivet ring (610) are immersed in the concrete body (100), and two ends of the rivet ring (610) are further provided with a stress hook (611).

4. The wall casting mold as claimed in claim 1, wherein a clamping member (230) is arranged at a position of the supporting column (200) close to the upper end, a clamping space is formed between the clamping member (230) and the supporting column (200), and the supporting columns (200) are connected in series through a connecting plate (231) embedded in the clamping space.

5. A wall casting mould according to claim 4, characterized in that a support stop (210) is arranged on the side of the support column (200) facing away from the concrete body (100).

6. The wall casting mold as claimed in claim 1, wherein the grounding mechanism comprises a ground nail and a sleeve (220) fixed on the supporting pillar (200), and the ground nail is fixed in the foundation after passing through the sleeve (220).

7. The wall casting mold according to claim 1, wherein a pressing strip (600) is detachably arranged at the top of the formwork (300), a gap (601) for fixing the rivet ring (610) is formed in one side of the pressing strip (600) in contact with the formwork (300), and the length of the pressing strip (600) is consistent with that of the formwork (300).

8. A wall casting mould according to claim 1, characterized in that the support pillar (200) is provided with positioning pins (240) on both sides adjacent to the concrete body (100).

9. The wall casting mold according to claim 1, wherein a hanging support rod (402) is arranged on a side surface of one end, facing the formwork (300), of the pull rod (400), the butt joint portion is a reinforcing rib (310) on the formwork (300), a fixing hole (311) in butt joint with the hanging support rod (402) is formed in the reinforcing rib (310), a threaded section (401) is further arranged on the pull rod (400), the threaded section (401) penetrates through the through hole, a nut (410) is engaged on the threaded section (401), and the nut (410) abuts against one side, facing away from the concrete body (100), of the support column (200).

10. A wall casting mold according to claim 1, characterized in that a plurality of supporting columns (200) are connected to the outside of one of the templates (300), and a force-applying rod is connected between the opposite supporting columns (200).