CN216109716U

CN216109716U - Beam body side mould for pouring concrete beam

Info

Publication number: CN216109716U
Application number: CN202122628455.6U
Authority: CN
Inventors: 杨洋; 麻改琴
Original assignee: China Metallurgical Construction Engineering Group Co Ltd
Current assignee: China Metallurgical Construction Engineering Group Co Ltd
Priority date: 2021-10-29
Filing date: 2021-10-29
Publication date: 2022-03-22
Anticipated expiration: 2031-10-29

Abstract

The utility model discloses a beam body side die for pouring a concrete beam, which comprises an upper template and a lower connecting piece which are vertically arranged, wherein the upper template and the lower connecting piece are rectangular, and the upper template is detachably arranged on the lower connecting piece and has the same length as the lower connecting piece; the bottom die supporting plate used for supporting the bottom die plate of the beam and the sliding block used for being matched with the sliding rail are arranged on the front end face and the rear end face of the lower connecting piece respectively, and the bottom die supporting plate is arranged horizontally.

Description

Beam body side mould for pouring concrete beam

Technical Field

The utility model relates to the field of beam column construction, in particular to a beam body side mold for pouring a concrete beam.

Background

The traditional beam side formwork needs to cut a finished formwork according to the beam height to prepare a semi-finished plate, most workers have poor operation and cutting quality, alloy small-tooth saw blades are used for cutting, and on-site sawn timber surfaces, waste wood strips and the like generate more construction wastes, so that the on-site fire control management and civilized construction management are extremely not facilitated. Meanwhile, the existing beam-form system mainly comprises a bottom die and side forms, the bottom die and the side forms are supported through a scaffold, the middle parts of the two side forms are required to be fixedly reinforced through drilling, the turnover times of the side forms are greatly reduced, warping is easy to occur, meanwhile, during installation, the fixing mode is complex, and the working efficiency of construction is reduced.

At present, in addition to the conventional wooden formwork as the beam formwork, there are some integral prefabricated beam formworks, for example, chinese patent No. 2018107423344 discloses a prefabricated disassembly-free beam formwork, which is a U-shaped structural slat, and both sides of which form side formworks of the frame beam. The template is integrally formed, and is fixed with beam concrete after concrete pouring, so that field assembly is not required, and later-period disassembly is not required. However, the beam template manufactured by the method cannot be repeatedly utilized, the manufacturing cost is high, and the size of the beam template cannot be adjusted and modified on site as required. Based on this, the applicant wants to design an assembled beam template that is convenient to install and dismantle, can be used repeatedly, and mounting structure is firm. The beam formwork takes a scaffold jacking as a support, a sliding rail with a structure arranged along the length direction of the beam is fixed on the jacking, and a beam side formwork is detachably mounted on one side of the sliding rail. The sliding rail is installed through the top support, the beam template is fixed in the sliding rail, the installation position and the top support height of the top support can be adjusted according to the beam width, and how to provide the beam template which is convenient to install and disassemble and convenient to arrange the beam bottom template is a problem which needs to be solved urgently by an applicant.

Disclosure of Invention

Aiming at the defects of the prior art, the technical problems to be solved by the utility model are as follows: how to provide a installation and dismantle conveniently, and be convenient for roof beam bottom template installation, can adapt to the roof beam body side form of different roof beam height demands.

In order to solve the technical problems, the utility model adopts the following technical scheme:

the utility model provides a roof beam body side form for concreting roof beam, its characterized in that, it is protruding like this, and roof beam body side form lower extreme passes through the slider and is connected with the slide rail cooperation on the scaffold frame top support, and this kind of assembly mode can be convenient for roof beam body side form according to mounted position horizontal migration, and it is all comparatively convenient to install and dismantle. The die block backup pad of slider opposite side can be used to the support of roof beam die block board, provides the mounted position for the installation of roof beam die block board, and simultaneously, the die block backup pad is the level setting to can ensure that the roof beam die block board is the horizontality after the assembly, effectively ensure the quality that two templates assembly back concrete beam pour. The beam body side forms are assembled by the upper templates and the lower connecting pieces, and if the beam body side forms are assembled according to templates with different beam heights, the upper templates with different heights can be replaced according to the beam heights, so that the beam body side forms are suitable for assembling requirements of the side templates with different beam heights, and the beam body side forms have good universality.

Furthermore, a plurality of inserting blocks are arranged at the lower end of the upper template at intervals, the inserting blocks are vertically arranged, and each inserting block is provided with at least one inserting hole which is transversely arranged; a plurality of vertical assembly holes which are in one-to-one correspondence with the insertion blocks are formed in the middle of the lower connecting piece, and through holes which are communicated with the vertical assembly holes and correspond to the insertion holes in the insertion blocks are formed in one side of the lower connecting piece with the sliding blocks; and the inserting block of the upper template is inserted into the vertical assembling hole of the lower connecting piece and sequentially passes through the through hole and the inserting hole through the inserting pin to be fixed. Like this, the mode of pegging graft through the bolt between cope match-plate pattern and the lower connecting piece is fixed together, and it is all comparatively convenient to install and dismantle, and simultaneously, fixed effectual, slider one side is arranged in to the bolt, and assembly space is big.

Furthermore, a guide rod is arranged at the lower end of the upper template and in the middle of the upper template, and a blind hole matched with the guide rod is arranged in the middle of the lower connecting piece. Therefore, the guide rod can further increase the stability between the upper template and the lower connecting piece, and forms multi-point position fixation together with the inserting block.

Furthermore, a reinforcing support is arranged below the bottom die supporting plate, the reinforcing support is triangular, one side of the reinforcing support is fixedly connected with the lower connecting piece, and the other side of the reinforcing support is fixedly connected with the bottom die supporting plate. Therefore, the strength of the bottom die supporting plate can be increased by the reinforcing support under the bottom die supporting plate, and the bottom die supporting plate has better compressive strength.

Furthermore, the upper end face of the bottom die supporting plate is flush with the upper end face of the lower connecting piece or is arranged below the upper end face of the lower connecting piece. Thus, after the upper end of the bottom die supporting plate is flush with the lower connecting piece, the height of the upper die plate is the sum of the height of the beam body and the height of the bottom die plate of the beam, if the upper die plate is arranged below the lower connecting piece, the height between the upper end surface and the upper end surface of the lower connecting piece is the thickness of the bottom die plate of the beam, and the height of the upper die plate is the beam height of the concrete beam; this arrangement may facilitate accurate control of beam height.

Further, cope match-plate pattern thickness is less than lower connecting piece, and the cope match-plate pattern all bends to the slider direction is perpendicular all around, forms a linking frame, and the interval is equipped with a plurality of rectangular holes in the left and right sides of linking frame, cope match-plate pattern height direction. Thus, the material consumption of the upper template is less, and the formed rectangular hole on the connecting frame can be used for connecting the two side templates of the necklace.

Furthermore, a plurality of drawknot through holes are arranged at the upper end of the connecting frame at intervals along the length direction of the upper template. Therefore, after assembly, the drawknot plates can be arranged at the tops of the two side templates corresponding to the two sides of the beam bottom template, and the fastening pieces penetrate through the drawknot plates and the drawknot through holes to be fixed, so that the drawknot fixation of the side templates is formed, and the expansion of the templates after assembly is avoided.

Furthermore, at least one reinforcing block fixedly connected with the connecting frame is arranged on one side of the upper template facing the sliding block. Like this, the intensity of cope match-plate pattern can effectively be promoted to the reinforcement piece that sets up, appears warping after avoiding the cope match-plate pattern to use for a long time.

Furthermore, the slider is a rectangular block, is vertical setting, and is connected through a connecting rod between the connecting piece under and. Therefore, the assembly gap between the sliding block and the lower connecting piece can be clamped in the sliding rail main body, so that the lower connecting piece is tightly attached to the sliding rail, the horizontal connecting rod can correspond to the insertion notch in the middle of the guide rail, and the assembly gap can be formed.

Drawings

FIG. 1 is a schematic diagram of a split structure of a side mold of a beam body in the embodiment;

fig. 2 is a perspective view of a side mold of the beam body in the embodiment.

Detailed Description

The utility model is further illustrated with reference to the following figures and examples.

Example (b):

as shown in fig. 1 and 2, the beam body side mold for pouring a concrete beam provided by the embodiment includes an upper template 1 and a lower connecting member 2 which are vertically arranged, the upper template 1 and the lower connecting member 2 are both rectangular, and the upper template 1 is detachably mounted on the lower connecting member 2 and has the same length as the lower connecting member 2; the front end face and the rear end face of the lower connecting piece 2 are respectively provided with a bottom die supporting plate 25 used for supporting a bottom die plate and a sliding block 24 used for being matched with a sliding rail, and the bottom die supporting plate 25 is horizontally arranged.

The upper die plate 1 and the lower connecting piece 2 in the embodiment are assembled and fixed through the following structures: two insertion blocks 14 are arranged at the lower end of the upper template 1 at intervals, the insertion blocks 14 are vertically arranged, and each insertion block 14 is provided with at least one insertion hole 15 which is transversely arranged; a plurality of vertical assembly holes 21 which are in one-to-one correspondence with the insertion blocks 14 are formed in the middle of the lower connecting piece 2, and through holes 22 which are communicated with the vertical assembly holes 21 and correspond to the insertion block upper insertion holes 15 are formed in one side of the lower connecting piece 2 with a sliding block 24; the inserting block 14 of the upper template 1 is inserted into the vertical assembling hole 21 of the lower connecting piece 2, and the inserting block passes through the through hole 22 and the inserting hole 15 in sequence through the inserting pin 3 and then is fixed.

In order to further increase the stability of the upper template and the lower connecting piece, a guide rod 16 is arranged at the lower end of the upper template 1 and in the middle of the upper template 1, and a blind hole 23 matched with the guide rod 16 is arranged in the middle of the lower connecting piece 2.

A reinforcing support 26 is arranged below the bottom die supporting plate 25, one side of the reinforcing support 26 is fixedly connected with the lower connecting piece 2, and the other side of the reinforcing support is fixedly connected with the bottom die supporting plate 25. The upper end surface of the bottom die supporting plate 25 is flush with the upper end surface of the lower connecting piece 2, or is arranged below the upper end surface of the lower connecting piece 2.

The thickness of the upper template 1 is smaller than that of the lower connecting piece 2, the periphery of the upper template 1 is perpendicularly bent towards the direction of the sliding block to form a connecting frame 11, and a plurality of rectangular holes 12 are formed in the left side and the right side of the connecting frame 11 and in the height direction of the upper template at intervals. A plurality of drawknot through holes 13 are provided at intervals in the longitudinal direction of the upper plate 1 at the upper end of the connection frame 11.

At least one reinforcing block 17 fixedly connected with the connecting frame 11 is further arranged on one side of the upper template 1 facing the sliding block 24.

The sliding block 24 is a rectangular block, is vertically arranged, and is connected with the lower connecting piece through a connecting rod.

Claims

1. A beam body side mold for pouring a concrete beam is characterized by comprising an upper template (1) and a lower connecting piece (2) which are vertically arranged, wherein the upper template (1) and the lower connecting piece (2) are rectangular, and the upper template (1) is detachably arranged on the lower connecting piece (2) and is consistent with the lower connecting piece (2) in length; the front end face and the rear end face of the lower connecting piece (2) are respectively provided with a bottom die supporting plate (25) used for supporting a beam bottom die plate and a sliding block (24) used for being matched with a sliding rail, and the bottom die supporting plate (25) is horizontally arranged.

2. The beam body side form for pouring a concrete beam as claimed in claim 1, wherein a plurality of insert blocks (14) are provided at intervals at the lower end of the upper form (1), the insert blocks (14) are vertically arranged, and at least one insertion hole (15) is provided in each insert block (14) in a transverse arrangement; a plurality of vertical assembly holes (21) which are in one-to-one correspondence with the insertion blocks (14) are formed in the middle of the lower connecting piece (2), and through holes (22) which are communicated with the vertical assembly holes (21) and correspond to the insertion holes (15) in the insertion blocks are formed in one side, provided with sliding blocks (24), of the lower connecting piece (2); the inserting block (14) of the upper template (1) is inserted into the vertical assembling hole (21) of the lower connecting piece (2) and fixed after sequentially penetrating through the through hole (22) and the inserting hole (15) through the inserting pin (3).

3. The side form of a girder body for pouring a concrete beam as claimed in claim 1, wherein a guide bar (16) is further provided at the lower end of the upper form (1) and the middle of the upper form (1), and a blind hole (23) to be fitted with the guide bar (16) is provided at the middle of the lower connecting member (2).

4. The beam body side form for casting a concrete beam according to claim 1, 2 or 3, wherein a reinforcing brace (26) is provided under the bottom die support plate (25), the reinforcing brace (26) having a triangular shape, one side thereof being fixedly connected to the lower connecting member (2) and the other side thereof being fixedly connected to the bottom die support plate (25).

5. The beam body side mold for casting a concrete beam as claimed in claim 4, wherein the upper end surface of the bottom mold support plate (25) is flush with the upper end surface of the lower connecting member (2) or is disposed below the upper end surface of the lower connecting member (2).

6. The beam body side mold for pouring the concrete beam as claimed in claim 1, 2, 3 or 5, wherein the thickness of the upper mold plate (1) is smaller than that of the lower connecting member (2), the periphery of the upper mold plate (1) is perpendicularly bent towards the direction of the sliding block to form a connecting frame (11), and a plurality of rectangular holes (12) are formed in the left side and the right side of the connecting frame (11) and in the height direction of the upper mold plate at intervals.

7. The side form of a girder body for casting a concrete beam according to claim 6, wherein a plurality of tie penetration holes (13) are formed at an upper end of the coupling frame (11) at intervals in a length direction of the upper form (1).

8. The beam body side form for casting a concrete beam as claimed in claim 6, wherein at least one reinforcing block (17) fixedly connected to the connection frame (11) is further provided at a side of the upper form (1) facing the slider (24).

9. The beam body side mold for casting a concrete beam as recited in claim 1, 2 or 3, wherein said slider (24) is a rectangular block, is vertically disposed, and is connected to the lower connecting member by a connecting rod.