CN217379518U

CN217379518U - Constructional column and horizontal tie beam formwork-free construction component

Info

Publication number: CN217379518U
Application number: CN202220633069.8U
Authority: CN
Inventors: 韩月明; 陈坤; 吕伟涛; 郑鑫; 闫玉凤; 曹依博; 石海洋; 张立军; 钱华; 姚武运; 张贵昕; 王楚君
Original assignee: Heilongjiang Longtai Construction And Installation Engineering Co ltd
Current assignee: Heilongjiang Longtai Construction And Installation Engineering Co ltd
Priority date: 2022-03-23
Filing date: 2022-03-23
Publication date: 2022-09-06
Anticipated expiration: 2032-03-23

Abstract

A constructional column and a horizontal tie beam formwork-free construction component relate to the construction technology of building walls and constructional columns. The concrete brick comprises a constructional column A-shaped concrete brick, a constructional column B-shaped concrete brick and a constructional column C-shaped concrete brick which are of semi-frame structures with side openings; building a constructional column C-shaped concrete brick at the constructional column position of the bottoming solid brick of the indoor wall body of the building; a constructional column formed by alternately building constructional column A type concrete bricks and constructional column B type concrete bricks above the constructional column C type concrete bricks; the constructional column steel bar is embedded in the vertical through groove of the constructional column and is poured with concrete; the two sides of the constructional column are provided with a wall body built by porous bricks of the wall body, and the porous bricks of the wall body are jointed with the serrated racking of the constructional column. The method solves the problems that the construction of the constructional column and the horizontal tie beam is carried out after the wall building completion in the traditional technology, the construction period is long, the construction processes are multiple, the overall quality and the construction impression quality of the constructional column cannot be guaranteed, the investment of templates, labor and the like is more, the economy is low, the consumption is large and the like.

Description

Constructional column and horizontal tie beam formwork-free construction component

Technical Field

The utility model relates to a construction technical field, concretely relates to building wall and constructional column construction technology.

Background

The traditional constructional column and horizontal tie beam construction process generally includes the steps of erecting a wood formwork after the wall is built, and the steps of formwork distribution, formwork erecting, fixing, formwork removal and the like are needed.

SUMMERY OF THE UTILITY MODEL

The utility model provides a constructional column and horizontal tie beam exempt from formwork construction component, it has been solved traditional technique wall body and has carried out constructional column and horizontal tie beam construction after building by laying bricks or stones the completion, has the construction cycle length, and construction process is many, and the whole quality and the construction of constructional column are perceived the quality and are not guaranteed, and template and artifical etc. drop into more, and economic nature is not high, consumes big scheduling problem.

In order to solve the above problem, the utility model adopts the following technical scheme: the constructional column and horizontal tie beam formwork-free construction member comprises a constructional column A-shaped concrete brick 1, a constructional column B-shaped concrete brick 2 and a constructional column C-shaped concrete brick 3, wherein the constructional column A-shaped concrete brick 1, the constructional column B-shaped concrete brick 2 and the constructional column C-shaped concrete brick 3 are all half-frame structures with openings on the side edges, and the width of the constructional column A-shaped concrete brick 1 is smaller than the widths of the constructional column B-shaped concrete brick 2 and the constructional column C-shaped concrete brick 3; building the indoor floor of the building is provided with wall body bottoming solid bricks 6, and building constructional column C-shaped concrete bricks 3 at the positions of the constructional columns; a constructional column formed by alternately building constructional column A type concrete bricks 1 and constructional column B type concrete bricks 2 above the constructional column C type concrete bricks 3, and two sides of the constructional column A type concrete bricks 1 and the constructional column B type concrete bricks 2 form a serrated raft; grooves in the constructional column A type concrete brick 1, the constructional column B type concrete brick 2 and the constructional column C type concrete brick 3 are vertically communicated, and constructional column reinforcing steel bars 5 are embedded in the vertically communicated grooves and are poured with concrete; the two sides of the constructional column are provided with a wall body built by wall body perforated bricks 7, and the wall body perforated bricks 7 are connected with the zigzag branches of the constructional column.

Furthermore, the utility model also comprises a horizontal tie beam D-shaped concrete brick 4, and the horizontal tie beam D-shaped concrete brick 4 is a semi-frame structure with an opening at the side edge; a beam built by horizontal tie beam D-shaped concrete bricks 4 is arranged at the horizontal tie beam position on the wall body; the grooves in the D-shaped concrete bricks 4 of the horizontal tie beams are transversely penetrated, and the reinforcing steel bars 8 of the horizontal tie beams are embedded in the transversely penetrated grooves and are poured with concrete.

The utility model discloses constructional column and wall body are under construction simultaneously to adopt and exempt from formwork technique, saved the process of formwork and form removal, and need not to stay the pull rod hole of establishing the fixed die plate usefulness, the pointing is clear, and surfacing, reducible process reduces construction cost, improves the efficiency of construction. The constructional column is little with the deviation of brickwork surface flatness after the shaping, and the wall body is looked and is felt high quality, does not have the double-sided tape processing problem behind the construction of traditional constructional column, reduces the quality risk of later stage plastering construction hollowing fracture. The technology is suitable for constructional columns and horizontal tie beams filled in masonry walls, and the wall thickness is more than or equal to 200 mm.

Drawings

FIG. 1 is a schematic structural view of a masonry wall of the present invention;

fig. 2 is a plan view of the present invention;

FIG. 3 is a top view of a constructional column A type concrete brick;

FIG. 4 is a front view of a structural column type A concrete block;

FIG. 5 is a top view of a B-shaped concrete block of a construction column;

FIG. 6 is a front view of a B-block of a construction post;

FIG. 7 is a top view of a constructional column C-shaped concrete brick;

FIG. 8 is a front view of a construction post C-type concrete block;

FIG. 9 is a side view of a horizontal tie beam D-shaped concrete block;

FIG. 10 is a front view of a horizontal tie beam D-shaped concrete block;

the symbols in the drawings illustrate that: constructional column A type concrete brick 1, constructional column B type concrete brick 2, constructional column C type concrete brick 3, horizontal tie beam D type concrete brick 4, constructional column reinforcing bar 5, solid brick 6 is played back to the wall body, wall body perforated brick 7, horizontal tie beam reinforcing bar 8, concrete wall post 9, floor 10.

Detailed Description

The present invention will be described in detail with reference to the preferred embodiments.

As shown in fig. 1-10, the construction column and horizontal tie beam formwork-free construction member comprises a construction column a-type concrete brick 1, a construction column B-type concrete brick 2 and a construction column C-type concrete brick 3, wherein the construction column a-type concrete brick 1, the construction column B-type concrete brick 2 and the construction column C-type concrete brick 3 are all half-frame structures with side openings, and the width of the construction column a-type concrete brick 1 is smaller than the widths of the construction column B-type concrete brick 2 and the construction column C-type concrete brick 3; building wall bottoming solid bricks 6 on the ground, building constructional column C-shaped concrete bricks 3 at the positions of the constructional columns, alternately building constructional column A-shaped concrete bricks 1 and constructional column B-shaped concrete bricks 2 above the constructional column C-shaped concrete bricks 3 to form constructional columns, and forming serrated racking on two sides of the constructional column A-shaped concrete bricks 1 and the constructional column B-shaped concrete bricks 2; grooves in the constructional column A type concrete brick 1, the constructional column B type concrete brick 2 and the constructional column C type concrete brick 3 are vertically communicated, and constructional column reinforcing steel bars 5 are embedded in the vertically communicated grooves and are poured with concrete; the two sides of the constructional column are provided with a wall body built by wall body perforated bricks 7, and the wall body perforated bricks 7 are connected with the zigzag branches of the constructional column.

The technical scheme also comprises a horizontal tie beam D-shaped concrete brick 4, wherein the horizontal tie beam D-shaped concrete brick 4 is of a half-frame structure with an opening at the side edge, and a cross beam built by the horizontal tie beam D-shaped concrete brick 4 is arranged at the horizontal tie beam position on the wall body; the grooves in the D-shaped concrete bricks 4 of the horizontal tie beams are transversely penetrated, and the reinforcing steel bars 8 of the horizontal tie beams are embedded in the transversely penetrated grooves and are poured with concrete.

The construction process comprises the following steps:

1) according to design drawing and relevant specifications, planning secondary structure arrangement in advance, and according to wall body width and brickwork modulus, adopting the concrete clout to pour in advance in constructional column A type concrete brick, B type concrete brick, C type concrete brick and the D type concrete brick mould of horizontal tie beam.

2) And before building, firstly, straightening the inserted bars of the embedded constructional column, and binding a constructional column reinforcement cage.

3) And building solid bricks on the wall body and building C-shaped concrete bricks of the constructional column at the position of the constructional column.

4) Build the wall body according to the design drawing, build into the serrated raft in the constructional column junction, follow supreme building by laying bricks or stones constructional column A type concrete brick, B type concrete brick from supreme in turn down according to the principle constructional column that serrated raft moves back earlier and then advances.

5) And the wall body and the constructional column building block are embedded with the tie bars according to the specifications.

6) And if the height of the wall body is more than 4m, building the horizontal tie beam D-shaped concrete bricks on the wall when the height of the wall body is 2m, burying horizontal tie beam steel bars in the bricks after the building is finished, and pouring concrete.

Claims

1. The constructional column and horizontal tie beam formwork-free construction component is characterized by comprising a constructional column A-shaped concrete brick, a constructional column B-shaped concrete brick and a constructional column C-shaped concrete brick, wherein the constructional column A-shaped concrete brick, the constructional column B-shaped concrete brick and the constructional column C-shaped concrete brick are all of semi-frame structures with openings at the side edges, and the width of the constructional column A-shaped concrete brick is smaller than that of the constructional column C-shaped concrete brick; building the indoor floor of the building with solid bricks for bottoming the wall body, and building C-shaped concrete bricks at the positions of the constructional columns; a constructional column formed by alternately building constructional column A type concrete bricks and constructional column B type concrete bricks is arranged above the constructional column C type concrete bricks, and two sides of the constructional column A type concrete bricks and the constructional column B type concrete bricks form serrated racking; grooves in the constructional column A-type concrete bricks, the constructional column B-type concrete bricks and the constructional column C-type concrete bricks are vertically communicated, and constructional column steel bars are embedded in the vertical through grooves and are poured with concrete; the two sides of the constructional column are provided with a wall body built by porous bricks of the wall body, and the porous bricks of the wall body are connected with the serrated racking of the constructional column.

2. The constructional column and horizontal tie beam formwork-free construction element as claimed in claim 1, further comprising horizontal tie beam D-type concrete bricks, the horizontal tie beam D-type concrete bricks being a half-frame structure with open sides; a beam built by horizontal tie beam D-shaped concrete bricks is arranged at the horizontal tie beam position on the wall body; the horizontal tie beam D-shaped concrete brick is characterized in that the inner groove is transversely penetrated, and the horizontal tie beam steel bar is embedded in the transverse penetrating groove and is poured with concrete.