CN220504513U

CN220504513U - Casting template of secondary structure constructional column

Info

Publication number: CN220504513U
Application number: CN202321676195.2U
Authority: CN
Inventors: 张昆; 李港; 李志辉
Original assignee: China Second Metallurgy Group Co Ltd
Current assignee: China Second Metallurgy Group Co Ltd
Priority date: 2023-06-28
Filing date: 2023-06-28
Publication date: 2024-02-20
Anticipated expiration: 2033-06-28

Abstract

The utility model discloses a casting template of a secondary structure constructional column, which comprises the following components: the top of the bearing plate is provided with a bearing plate opening, two opposite slots are positioned on the same side of the bearing plate and connected to two sides of the bearing plate opening, the pouring guide groove and the inserting plate are respectively inserted into the slots, and the inserting plate is positioned on the inner side of the pouring guide groove. The utility model can improve the construction efficiency of the constructional column.

Description

Casting template of secondary structure constructional column

Technical Field

The utility model belongs to concrete casting equipment, and particularly relates to a casting template of a secondary structure constructional column.

Background

The non-bearing brickwork, constructional columns, lintel, water stop reverse beam, parapet, capping, filling wall, partition wall, post-pouring strip and other parts needing to be finished before decoration in the frame, shear wall and frame shear engineering are called secondary structures.

In order to enhance the integrity and stability of the building, a constructional column of a reinforced concrete structure is also arranged in the wall body of the multi-layer brick-concrete structure building, and the constructional column is connected with each layer of ring beam to form a space frame capable of bending and shearing, which is an effective measure for preventing the house from collapsing. The arrangement positions of the constructional columns are arranged at the four corners of the outer wall, the junction of the transverse wall and the outer longitudinal wall of the staggered layer part, the two sides of the larger hole, the junction of the inner wall and the outer wall of the large room and the like.

In the construction site pouring constructional column process, a horn mouth serving as a concrete pouring inlet is required to be reserved, and as a special horn mouth part template is not arranged, a wood template is adopted at the horn mouth part for one time, so that the horn mouth part template is supported and arranged in a complicated mode, residual concrete at the horn mouth part is required to be removed after the constructional column is formed, the construction cost of the constructional column is high, and the construction duration is long.

Disclosure of Invention

The utility model aims to provide a casting template of a secondary structure constructional column, which can improve the construction efficiency of the constructional column.

The technical proposal is as follows:

a casting die plate for a secondary structural building column, comprising: the top of the bearing plate is provided with a bearing plate opening, two opposite slots are positioned on the same side of the bearing plate and connected to two sides of the bearing plate opening, the pouring guide groove and the inserting plate are respectively inserted into the slots, and the inserting plate is positioned on the inner side of the pouring guide groove.

Further, the slot includes: the side edges of the partition plates are connected to the inner side surfaces of the L-shaped plates, and the baffle plates are connected to the bottoms of the L-shaped plates and the partition plates; the pouring guide groove comprises: the device comprises a flow guide side plate, a flow guide bottom plate and connecting side edges, wherein the two flow guide side plates are positioned on two sides of the flow guide bottom plate, the appearance of each flow guide side plate is in a right trapezoid shape, the inclined edges of the flow guide side plates are connected to the side edges of the flow guide bottom plate, and the connecting side edges are connected to the vertical edges of the flow guide side plates; the partition plate, the L-shaped plate and the bearing plate are enclosed into a first slot, the folded edges of the partition plate, the L-shaped plate and the L-shaped plate are enclosed into a second slot, the plugboard is inserted into the first slot, and the connecting side edge is inserted into the second slot.

Further, the hem is located the anterior part of L template, and the rear portion of L template is connected on the acceptor plate.

Further, the folded edges of the L-shaped plate are parallel to the partition plate.

Further, the shape of the plugboard is rectangular.

Further, a plurality of connecting through holes are formed in the bearing plate, and expansion bolts are arranged in the connecting through holes.

Further, the extension board is arranged at the lower part of the bearing board, and a plurality of connecting through holes are formed in the extension board.

Compared with the prior art, the utility model has the following advantages:

1. the use of the utility model can improve the construction efficiency of the constructional column.

The method omits the steps of supporting the wood templates and removing the residual concrete on the subsequent site, so that the duration time of construction can be effectively shortened, and the construction efficiency of the constructional column can be improved.

2. The utility model can improve the quality of the constructional column.

The utility model can avoid residual concrete on the outer wall of the constructional column, so that the outer wall of the constructional column is smooth, and the quality of the constructional column is effectively improved.

3. The utility model can reduce the construction cost.

The utility model can be reused, is rapid to assemble and support, and can effectively save labor cost, reduce construction difficulty and management difficulty, thereby reducing construction cost.

4. The utility model can eliminate the risk of high-altitude operation.

The use of the utility model avoids the residual concrete on the outer wall of the constructional column removed at high altitude, thereby eliminating the operation risks of climbing operation and concrete removing and chiseling of constructors.

Drawings

FIG. 1 is a schematic view of a casting die plate of a secondary structural column according to the present utility model;

FIG. 2 is a schematic diagram of a slot according to the present utility model;

FIG. 3 is a schematic view of a casting channel according to the present utility model;

FIG. 4 is a schematic diagram of the connection of the socket and the socket according to the present utility model;

fig. 5 is a schematic view of the structure of the board according to the present utility model.

Detailed Description

The following description fully illustrates the specific embodiments of the utility model to enable those skilled in the art to practice and reproduce it.

As shown in fig. 1, the structure of the casting die plate of the secondary structural column in the utility model is schematically shown.

A casting die plate for a secondary structural building column, comprising: the device comprises a bearing plate 1, a pouring guide groove 2, a plugboard 3 and a slot 4; the top of the bearing plate 1 is provided with a bearing plate opening 11, two opposite slots 4 are connected to the bearing plate 1, the two slots 4 are positioned on two sides of the bearing plate opening 11, the pouring guide slot 2 and the plugboard 3 are respectively spliced on the slots 4, and the plugboard 3 is positioned on the inner side of the pouring guide slot 2.

As shown in fig. 2, a schematic structure of the slot 4 in the present utility model is shown.

The slot 4 includes: the side edges of the partition plate 42 are connected to the inner side surface of the L-shaped plate 41, and the baffle plate 43 is connected to the bottoms of the L-shaped plate 41 and the partition plate 42.

The folded edges of the L-shaped plate 41 are parallel to the partition plate 42. The folded edge is positioned at the front of the L-shaped plate 41, and the rear of the L-shaped plate 41 is connected to the receiving plate 1.

The partition plate 42, the L-shaped plate 41 and the receiving plate 1 enclose a first slot, and the partition plate 42, the L-shaped plate 41 and the folded edges of the L-shaped plate 41 enclose a second slot.

As shown in fig. 3, the casting guide 2 according to the present utility model is schematically constructed.

The pouring guide groove 2 includes: the flow guiding side plates 21, the flow guiding bottom plate 22 and the connecting side edges 23, wherein the two flow guiding side plates 21 are respectively connected to two sides of the flow guiding bottom plate 22; the appearance of water conservancy diversion curb plate 21 is right trapezoid, and the hypotenuse of water conservancy diversion curb plate 21 is connected on the side of water conservancy diversion bottom plate 22, and connecting side 23 is connected on the perpendicular edge of water conservancy diversion curb plate 21.

Fig. 4 is a schematic diagram of connection between the socket board 1 and the slot 4 in the present utility model; as shown in fig. 5, the structure of the board 3 according to the present utility model is schematically shown.

The shape of the plugboard 3 is rectangular, the plugboard 3 is inserted into the first slot, and the connecting side edge 23 is inserted into the second slot.

The receiving plate 1 is usually fixed along with the bracket, in order to better enable the receiving plate 1 to be closely attached to the wall body and prevent slurry leakage, a plurality of connecting through holes 12 are formed in the receiving plate 1, expansion bolts are arranged in the connecting through holes, and the receiving plate 1 is fixed on the wall body by the expansion bolts.

If the constructional column is relatively long, an extension plate can be arranged at the lower part of the receiving plate 1, the extension plate is provided with a plurality of connecting through holes 12, and the extension plate is fixed on the wall body by expansion bolts.

The using method comprises the following steps:

supporting a casting template along with the secondary structure, placing the bearing plate 1 at the outer side of a reserved constructional column cavity, drilling holes on the walls at two sides of the constructional column cavity, fixing the bearing plate 1 on the wall by using expansion bolts, paving an extension plate at the lower part of the bearing plate 1, fixing the extension plate on the wall by using the expansion bolts, and splicing the connecting side edges 23 of the casting guide groove 2 in the second slot; pouring concrete into the cavity of the constructional column through the pouring guide groove 2, vibrating the constructional column by using a small vibrating rod to compact, and plugging the plugboard 3 into the first slot after the concrete pouring is finished, so that the concrete in the pouring guide groove 2 and the concrete in the cavity of the constructional column are mutually separated; cleaning and washing the concrete in the pouring guide groove 2 for the next use; and after the concrete reaches the strength, removing the bearing plate 1, the pouring guide groove 2 and the plugboard 3, and forming the constructional column.

The terminology used herein is for the purpose of description and illustration only and is not intended to be limiting. As the present utility model may be embodied in several forms without departing from the spirit or essential attributes thereof, it should be understood that the above-described embodiments are not limited by any of the details of the foregoing description, but rather should be construed broadly within its spirit and scope as defined in the appended claims, and therefore all changes and modifications that fall within the metes and bounds of the claims, or equivalences of such metes and bounds are therefore intended to be embraced by the appended claims.

Claims

1. A casting die plate of a secondary structure constructional column, comprising: the top of the receiving plate is provided with a receiving plate opening, two opposite slots are positioned on the same side of the receiving plate and connected to two sides of the receiving plate opening, the pouring guide slot and the inserting plate are respectively inserted into the slots, and the inserting plate is positioned at the inner side of the pouring guide slot; the slot comprises: the side edges of the partition plates are connected to the inner side surfaces of the L-shaped plates, and the baffle plates are connected to the bottoms of the L-shaped plates and the partition plates; the pouring guide groove comprises: the device comprises a flow guide side plate, a flow guide bottom plate and connecting side edges, wherein the two flow guide side plates are positioned on two sides of the flow guide bottom plate, the appearance of each flow guide side plate is in a right trapezoid shape, the inclined edges of the flow guide side plates are connected to the side edges of the flow guide bottom plate, and the connecting side edges are connected to the vertical edges of the flow guide side plates; the partition plate, the L-shaped plate and the bearing plate are enclosed into a first slot, the folded edges of the partition plate, the L-shaped plate and the L-shaped plate are enclosed into a second slot, the plugboard is inserted into the first slot, and the connecting side edge is inserted into the second slot.

2. The casting die plate of the secondary structure constructional column as defined in claim 1, wherein the folded edge is located at a front portion of the L-shaped plate, and a rear portion of the L-shaped plate is connected to the receiving plate.

3. The casting die plate of the secondary structure constructional column as defined in claim 1, wherein the folded edges of the L-shaped plate are parallel to the partition plate.

4. The casting die plate of the secondary structure constructional column as defined in claim 1, wherein the insert plate has a rectangular shape.

5. The casting die plate of the secondary structure constructional column as defined in claim 1, wherein the receiving plate is provided with a plurality of connection through holes, and the connection through holes are provided with expansion bolts.

6. The casting die plate of the secondary structure constructional column as defined in claim 5, wherein the extension plate is provided at a lower portion of the receiving plate, and the extension plate is provided with a plurality of connection through holes.