CN216379173U - Bent cap template supports construction structures - Google Patents

Abstract

The utility model relates to a capping beam template support construction structure, which is mainly characterized in that a brick moulding bed comprises building blocks and sand, the building blocks are built into a wall body along the edge of the projection range of a capping beam vertical projection on the ground, the top of the formed wall body is matched with the shape of the bottom surface of the capping beam, supports are formed on the capping beam template on the periphery of the capping beam, a pier column for supporting the capping beam is preset in the central part of the wall body surrounded by the building blocks, compacted sand is filled in the space except the pier column in the wall body surrounded by the building blocks, and reserved drain holes are formed in the periphery of the bottom of the wall body formed by the building blocks at intervals. Above-mentioned structure utilizes the mode of building block wall body and the combination of filling sand material, can not only realize quick construction and set up, forms reliable support to the bent cap template, and the bent cap pouring construction completion back, and quick dismantlement does, and building block and sand material all can reuse after dismantling, comparatively economy, environmental protection.

Description

Bent cap template supports construction structures

Technical Field

The utility model relates to the field of building construction, in particular to a bent cap formwork support construction structure.

Background

Currently, in municipal, highway bridge construction, a capping beam is one of the most common elements in the substructure. The traditional bent cap supporting system adopts a bottom mould method, a full-space bracket and a combined bracket for construction. When the ground elevation and the ground height are larger, the construction of the full-space support and the combined support is generally adopted, the full-space support and the combined support are most widely applied, and the construction of the cast-in-place concrete structure of the municipal and highway bridges is basically realized. However, no matter the support form adopts a plate buckle, a bowl buckle or a portal frame, the height is limited, and when the height of the bent cap from the ground is lower and the support construction cannot be met, the construction means of a bottom mold method is often needed. The existing bottom die method construction is usually set up in a form of matching concrete pouring after all bricks or parts of the bricks are set up, and although the setting is more efficient, the later-stage dismantling is inconvenient, more materials are wasted, and the secondary use is inconvenient. For this reason, the existing capping beam formwork support structure is to be improved.

Disclosure of Invention

In order to overcome the defects, the utility model aims to provide a bent cap formwork support construction structure for the field, so that the technical problems of high construction cost, inconvenience in dismantling and difficulty in reuse of the conventional bent cap formwork bottom formwork method are solved. The purpose is realized by the following technical scheme.

The utility model provides a bent cap template supports construction structures, this main structure body is brick fetal membrane, and its structural feature lies in the brick fetal membrane includes building block and husky material, and the building block builds the wall body along the edge of the projection scope on bent cap vertical projection ground, and the wall body top that forms matches bent cap bottom surface shape to form the support to bent cap template all around, the wall body central point that the building block enclosed has in advance been used for supporting the pier stud of bent cap, the inside space filling through the compaction husky material except the pier stud of wall body that the building block enclosed, the wall body bottom that the building block formed is equipped with the wash port of reserving all around the interval. Through above-mentioned structure, utilize the mode of block wall body and the combination of filling sand material, can not only realize quick construction and set up, form reliable support to the bent cap template, and the bent cap is pour the construction and is accomplished the back, does quick dismantlement, and building block and sand material all can reuse after dismantling, comparatively economy, environmental protection. The arrangement of the drain holes facilitates water injection and sand compaction in the wall body.

Pier stud is the rectangle for the cross-section in the wall body that the building block formed, and the both sides of wall body and the both sides of pier stud form the laminating, forms the space of filling husky material between the other both sides of wall body and the other both sides of pier stud. The structure is a concrete implementation structure for actual construction, the integral support is reliable and stable, and the requirement of the bent cap formwork support is met.

And concrete surface layers are laid on the wall body formed by the building blocks and the top surface of the sand material, and asphalt felt is laid on the top surfaces of the concrete surface layers. Through this structure, add the concrete surface course and be favorable to the further stable reinforcement of wall body and husky material, through addding the felt, make things convenient for the concrete surface course and pour the drawing of patterns separation operation between the bent cap.

The outside of wall body still includes brick fetal membrane stabilizing support, and brick fetal membrane stabilizing support includes angle steel plate and tie bolt, and the lateral surface of the both sides scute of angle steel plate is equipped with two at least bolted connection seats along angle steel plate length direction interval, the corner department of the wall body all sets up all around of brick fetal membrane the angle steel plate forms the cornerite, passes through between the adjacent angle steel plate around the brick fetal membrane tie bolt connecting seat and nut locking is fixed. Through this structure, further consolidate the brick fetal membrane, guarantee the stability and the reliability of support.

The drain hole of the wall body is formed by lacking building blocks. Through the structure, the building blocks can be placed in the water outlet again according to actual needs, sand materials are prevented from overflowing, the stability of the sand materials in the water outlet is guaranteed, and the supporting reliability is improved.

The utility model has the advantages of simple integral construction structure, material saving, low manufacturing cost, safer construction, more reliable and stable support, easy disassembly and reuse, and is suitable for being used as a bottom die method support structure of a cover beam pouring template or the improvement of similar construction structures.

Drawings

FIG. 1 is a schematic top view of the present invention.

Fig. 2 is a side view of the formwork of the present invention with sections a-a and sections B-B.

Fig. 3 is a schematic sectional structure view a-a of fig. 2.

Fig. 4 is a schematic sectional structure view of B-B of fig. 2.

Fig. 5 is a schematic view of a modified structure of fig. 1.

The sequence numbers and names in the figure are: 1. the wall body, 101, wash port, 2, sand, 3, pier stud, 4, bent cap template, 5, concrete surface course, 6, felt, 7, angle steel plate, 701, bolt connecting seat, 8, tie bolt, 9, nut.

Detailed Description

The utility model will now be further described with reference to the accompanying drawings.

As shown in fig. 1-4, the main body of the bent cap formwork support construction structure is a brick molding bed, the brick molding bed comprises building blocks and sand 2, the building blocks are built into a wall body 1 along the edge of the projection range of the bent cap vertical projection to the ground, the top of the formed wall body is matched with the shape of the bottom surface of the bent cap, and supports the bent cap formwork 4 around the bent cap, a pier 3 for supporting the bent cap is preset in the center of the wall body surrounded by the building blocks, the section of the pier is rectangular, two sides of the wall body are attached to two sides of the pier, a space for filling the sand is formed between the other two sides of the wall body and the other two sides of the pier, drain holes are uniformly distributed at the bottom around the wall body, and the drain holes are formed by missing building blocks of the wall body. Filling sand materials in the wall body except the pier studs, and simultaneously injecting water into the wall body to firmly fill the sand materials. And (3) paving a concrete surface layer 5 on the top surfaces of the wall body and the sand, paving an asphalt felt 6 above the concrete surface layer after the concrete surface layer is solidified, and finally supporting the bent cap template above the wall body corresponding to the asphalt felt, so that the pouring construction of the bent cap can be carried out.

As shown in fig. 5, in order to improve the overall support stability of the brick moulding bed, the structure further comprises a brick moulding bed stabilizing support, the brick moulding bed stabilizing support comprises angle steel plates 7 and tensioning bolts 8, at least two bolt connecting seats 701 are welded on the outer side surfaces of angle plates on two sides of the angle steel plates at intervals along the length direction of the angle steel plates, the corners of the peripheral wall body of the brick moulding bed are all arranged in a wrap angle mode through the angle steel plates, and the adjacent angle steel plates on the periphery of the brick moulding bed are connected with the bolt connecting seats through the tensioning bolts in a penetrating mode and are connected with nuts to be locked and fixed. The structure realizes the reinforcement of the periphery of the brick moulding bed, thereby greatly improving the stability of the structural support.

The above description is intended to illustrate the technical means of the present invention, and not to limit the technical scope of the present invention. Obvious modifications or alterations to the present invention in combination with the prior art knowledge will be apparent to those skilled in the art and fall within the scope of the appended claims.

Claims (5)

1. The utility model provides a bent cap template supports construction structures, this structural subject is brick fetal membrane, its characterized in that brick fetal membrane includes building block and husky material (2), and the building block builds into wall body (1) along the edge of the projection scope on bent cap vertical projection ground, and the wall body top that forms matches bent cap bottom surface shape to form the support to bent cap template (4) all around, and the wall body central part that the building block enclosed has in advance been used for supporting pier stud (3) of bent cap, the inside space filling through the compaction husky material except pier stud of wall body that the building block enclosed, the interval is equipped with reserved wash port (101) all around the wall body bottom that the building block formed.

2. The bent cap formwork support construction structure of claim 1, characterized in that pier stud (3) in the wall body (1) formed by the building blocks is rectangular in section, two sides of the wall body are attached to two sides of the pier stud, and a space for filling sand (2) is formed between the other two sides of the wall body and the other two sides of the pier stud.

3. The bent cap formwork support construction structure according to claim 1, wherein the wall body (1) formed by the building blocks and the sand (2) are covered with a concrete surface layer (5), and the top surface of the concrete surface layer is covered with a felt (6).

4. The bent cap formwork support construction structure of claim 1, characterized in that the outer side of the wall body further comprises a brick molding bed stabilizing support, the brick molding bed stabilizing support comprises angle steel plates (7) and tensioning bolts (8), at least two bolt connecting seats (701) are arranged on the outer side surfaces of angle plates on two sides of each angle steel plate at intervals along the length direction of each angle steel plate, the angle steel plates are arranged at the corners of the peripheral wall body (1) of each brick molding bed to form wrap angles, and adjacent angle steel plates along the periphery of each brick molding bed are connected with the bolt connecting seats through the tensioning bolts and are connected with nuts to be locked and fixed.

5. The capping beam formwork support construction structure as claimed in claim 1, wherein the drain hole (101) of the wall body (1) is formed by the absence of the block.

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