CN212224625U

CN212224625U - Structural column casting mold

Info

Publication number: CN212224625U
Application number: CN202020676014.6U
Authority: CN
Inventors: 尹晓阳; 陶桂华; 汪瀚
Original assignee: Taixing First Construction Group Co ltd
Current assignee: Taixing First Construction Group Co ltd
Priority date: 2020-04-28
Filing date: 2020-04-28
Publication date: 2020-12-25
Anticipated expiration: 2030-04-28

Abstract

The utility model relates to a structure post casting mold, including the vertical column cavity that four vertical founding template girds and connect, founding the template and being located the upper and lower crossbeam of structure column connection between, founding the template and being fastened by the multichannel staple bolt, the side cooperation of the founding template top of entablature width direction both sides and entablature, and wherein open on the founding the template has the sprue gate, and the hopper is installed in the outside of sprue gate, and the hopper is higher than the bottom surface of entablature, and the hopper is close to and is provided with the inserted rail on the inner wall of a pair of vertical lateral wall of founding the template, installs the picture peg between the inserted rail. Through setting up the hopper in the outside of sprue gate, annotate the material through the hopper that is higher than the constructional column top surface, utilize the pressure of concrete material in the hopper to ensure that the material in the mould is tight real, avoid phenomenons such as honeycomb leaks thick liquid. Isolated constructional column and hopper through the picture peg after the pouring is accomplished prevents the outflow of constructional column inner material to discharge for the concrete that condenses through the row on the hopper, avoid subsequent chiseling action, also avoided the waste of concrete.

Description

Structural column casting mold

Technical Field

The utility model relates to a building field, concretely relates to structure post casting mold.

Background

The constructional column is characterized in that in order to enhance the integrity and stability of a building, a reinforced concrete constructional column is arranged in a wall body of a multi-layer brick-concrete structure building and is connected with each layer of ring beam to form a space frame capable of resisting bending and shearing, and the constructional column is an effective measure for preventing a house from collapsing. After the construction of the constructional column is finished, most of the connecting surfaces of the top of the constructional column and the beam and the plate are not compact, and honeycomb slurry leakage is easy to occur, so that the quality problem exists; need artifical chisel to remove the unnecessary concrete of sprue gate and repair after pouring the completion, can lead to the fact doing over again certainly, can waste more labour on the one hand, waste time and energy, cause the process delay, on the other hand is because the more material resources that can waste of building secondary structure post construction at present causes inevitable economic loss.

Disclosure of Invention

For solving the not enough among the prior art, the utility model aims to provide a can save the structure post casting mold of labour and material.

In order to achieve the above purpose, the utility model adopts the technical proposal that:

the utility model provides a structure post casting mold, includes the vertical column cavity that four vertical founds the template and enclose the connection, founds the template and is located between the upper and lower crossbeam that the structure post is connected, founds the template and is fastened by the multichannel staple bolt, the side cooperation of the founding template top of entablature width direction both sides and entablature, and wherein open on the founding template has the sprue gate, the hopper is installed in the outside of sprue gate, the hopper is higher than the bottom surface of entablature, the hopper is provided with the inserted rail near on the inner wall of a pair of vertical lateral wall of founding the template, install the picture peg between the inserted rail.

Furthermore, a discharge opening is formed in one side face of the hopper, and a movable blocking plate is arranged on the inner side of the hopper and covers the discharge opening.

Further, the side face of the inserting plate close to one side face of the constructional column is covered with a rubber film.

Furthermore, the outer side surface of the insertion plate is provided with a limiting hole, a plug block is arranged in the limiting hole, and the plug block is matched with the top surface of the vertical template.

Still further, the stroke of the insert plate covers the pouring gate.

After taking above technical scheme, the beneficial effects of the utility model are that: through setting up the hopper in the outside of sprue gate, annotate the material through the hopper that is higher than the constructional column top surface, utilize the pressure of concrete material in the hopper to ensure that the material in the mould is tight real, avoid phenomenons such as honeycomb leaks thick liquid. Isolated constructional column and hopper through the picture peg after the pouring is accomplished prevents the outflow of constructional column inner material to discharge for the concrete that condenses through the row on the hopper, avoid subsequent chiseling action, also avoided the waste of concrete.

Drawings

Fig. 1 is a schematic structural diagram of the present invention.

Detailed Description

The following detailed description of the embodiments of the present invention is made with reference to the accompanying drawings:

a structural column casting mould, by the vertical column cavity that four vertical founding template 1 enclose connect, found the template and lie in the structural column between connecting upper and lower crossbeam 2, found the template 1 and fastened by multichannel staple bolt 3, each founds template 1 and can use the diagonal brace further to support. The top of the vertical template on two sides of the upper beam 2 in the width direction is closely matched with the side surface of the upper beam, so that the vertical template can be further supported, and dislocation between the constructional column and the upper beam 3 is prevented. One of them founds the template of entablature 3 width direction and goes up to open has sprue gate 4, and hopper 5 is installed to the outside of sprue gate 4, and hopper 5 is dustpan form or three templates surround and connect and form, and hopper 5 is higher than the bottom surface of entablature 2 for the concrete in the hopper 5 can form pressure to the concrete in the constructional column and prevent the honeycomb hole. A pair of insertion rails 6 are arranged on the inner wall, close to a pair of vertical side walls of the vertical template, of the hopper 5, an insertion plate 7 is installed between the insertion rails 6, the insertion plate 7 is tightly attached to the outer wall of the constructional column, a limiting hole is formed in the outer side face of the insertion plate 7, a plug block 8 is installed in the limiting hole, the plug block 8 is matched with the top face of the vertical template 1, the insertion plate 7 is limited, when the insertion plate 7 is completely inserted, the hopper 6 is separated from the constructional column, and faults or steps cannot be left on the surface of the constructional column. The side surface of the inserting plate 7 close to the constructional column is covered with a rubber film 9, so that the inserting plate 7 can be smoothly separated from the constructional column. A discharge port 10 is arranged on one side surface of the hopper 5, a movable blocking plate 11 is arranged on the inner side of the hopper 6, the discharge port 10 is blocked by the blocking plate 11 during pouring, and after pouring is finished, the blocking plate 11 is pulled out, so that the excessive uncoagulated concrete can be discharged and recycled from the discharge port 10.

When the constructional column is poured, the vertical formwork 1 is installed and fixed, concrete is injected into the hopper 5, meanwhile, the vibrating pump vibrating concrete extends into the hopper from the pouring gate 4, when the hopper 5 is filled with the concrete and overflows, the plug block 8 is extracted, the inserting plate 7 is inserted to the bottom, the plug plate 11 is extracted, the redundant concrete in the hopper 5 is discharged, the inserting plate 7 is extracted after the concrete is solidified, and the vertical formwork 1 is detached.

Claims

1. The utility model provides a structure post casting mold, includes the vertical column cavity that four vertical founding templates enclose and connect, founds the template and is located between the upper and lower crossbeam that the structure post is connected, founds the template and is fastened by the multichannel staple bolt, its characterized in that, the side cooperation of the founding template top of entablature width direction both sides and entablature, and wherein open on the founding template has the sprue gate, the hopper is installed in the outside of sprue gate, the hopper is higher than the bottom surface of entablature, the hopper is provided with the inserted rail on being close to the inner wall of a pair of vertical lateral wall of founding the template, install the picture peg between the inserted rail.

2. A structural column casting mold according to claim 1, wherein a discharge opening is opened on one side surface of the hopper, and a movable blocking plate is provided inside the hopper, and covers the discharge opening.

3. A structural column casting mould according to claim 1, wherein the insert plate is covered with a rubber membrane on the side adjacent the structural column.

4. A structural column casting mold according to claim 1, wherein the outer side surface of the insert plate is provided with a limiting hole, a chock is mounted in the limiting hole, and the chock is matched with the top surface of the vertical template.

5. A structural column casting mold according to claim 1, wherein the stroke of the insert plate covers the gate.