CN110067383B

CN110067383B - Closely knit type composite form of construction beam column concrete placement

Info

Publication number: CN110067383B
Application number: CN201910318451.2A
Authority: CN
Inventors: 侯乾隆; 李国帅; 刘帅; 黄学成; 王宇
Original assignee: 侯乾隆
Current assignee: China Construction Second Engineering Bureau Co Ltd
Priority date: 2019-04-19
Filing date: 2019-04-19
Publication date: 2021-03-30
Anticipated expiration: 2039-04-19
Also published as: CN110067383A

Abstract

The invention provides a compact combined formwork for concrete pouring of a beam column in building construction, which comprises a column formwork, wherein the column formwork is a rectangular framework formed by buckling a plurality of column modules, an opening is formed in one side of the upper end of the column formwork, the beam formwork is arranged at the opening, the cross section of the beam formwork is of a U-shaped structure, the opening of the beam formwork is upward, and the end part of the beam formwork is connected with the opening of the column formwork through a connecting plate. According to the building construction beam column concrete pouring compact combined type template, the column module, the connecting block and the beam module are buckled with one another, so that the connecting strength between the column template and the column template is improved, the use of a screwing mode is reduced, the assembling and disassembling are convenient, and the labor intensity is reduced; the positioning ribs vertically or horizontally penetrate through the through holes to fasten the adjacent column modules and the adjacent beam modules, so that the splicing seams are reduced, the connection strength between the beam template and the column template is further enhanced, the assembly is simple and feasible, and the engineering practicability is high.

Description

Closely knit type composite form of construction beam column concrete placement

Technical Field

The invention belongs to the technical field of building construction, and particularly relates to a compact combined template for concrete pouring of a beam column in building construction.

Background

Since the technical policy of replacing wood with steel was proposed in the 70 th of the 20 th century, the combined steel module is widely applied in various parts of China, and particularly has large use amount in the north. The combined steel formwork is suitable for various cast-in-place reinforced concrete projects, and can be assembled into large formworks of beams, columns, walls and floor slabs according to design requirements. The traditional combined steel template is difficult to disassemble and assemble in the using process, so that the labor intensity of an operator is increased; the abutted seam of the combined steel template easily causes concrete leakage, the connection strength of the corner is low, and the construction quality is not high.

Disclosure of Invention

The invention mainly aims to provide a compact combined template for concrete pouring of a beam column in building construction, which solves the problems of difficult disassembly and assembly, large abutted seams and low connection strength of combined steel templates in the prior art.

The technical scheme of the invention is as follows: the utility model provides a closely knit type modular form of construction beam column concrete placement, includes the post template, and the post template is buckled into rectangular frame by a plurality of post modules, and upper end one side of post template is equipped with the opening, and the opening part is equipped with the beam form board, and the cross section of beam form board is U type structure, and the opening of beam form board up, the tip of beam form board is passed through the connecting plate and is connected with the opening part of post template.

Preferably, the both ends of post module are equipped with recess I and recess II, and recess I and recess II are not of uniform size and opening opposite direction, all are equipped with the through-hole in recess I and the recess II, wear to be equipped with the location muscle in the through-hole, and the post module is connected into the rectangle frame through recess I and II mutual joints of recess between the module.

Preferably, the beam template is formed by assembling beam modules and a bottom plate, the bottom plate is arranged below the beam modules, longitudinal through holes and transverse through holes are formed in the bottom plate, one end of each beam module is provided with a protrusion, the other end of each beam module is provided with a groove III, through holes are formed in the protrusions and the grooves III, and the through holes correspond to the longitudinal through holes in the bottom plate.

Preferably, the connecting plate comprises a plurality of connecting blocks, the structure of connecting block is the same with post module, recess I and II joints of recess on the post module of connecting block, the through-hole in recess I and the recess II communicates each other, recess II and the protruding grafting cooperation on the roof beam module of connecting block, the through-hole in the recess II is linked together with the through-hole on the arch, wears to be equipped with the location muscle in the through-hole.

The invention has the following beneficial effects:

according to the building construction beam column concrete pouring compact combined type template, the column module, the connecting block and the beam module are buckled with one another, so that the connecting strength between the column template and the column template is improved, the use of a screwing mode is reduced, the assembling and disassembling are convenient, and the labor intensity is reduced; the positioning ribs vertically or horizontally penetrate through the through holes to fasten the adjacent column modules and the adjacent beam modules, so that the splicing seams are reduced, the connection strength between the beam template and the column template is further enhanced, the assembly is simple and feasible, and the engineering practicability is high.

Drawings

FIG. 1 is a schematic view of a concrete pouring compact type combined formwork for a beam column in building construction provided by the invention;

FIG. 2 is a top view of the concrete pouring compact type combined form for the beam column in the building construction provided by the present invention;

FIG. 3 is a schematic view of a concrete pouring compact type combined form center pillar module I for a beam column in building construction provided by the invention;

FIG. 4 is a schematic view of a beam module I in the concrete pouring compact combined type template for a beam column in building construction provided by the invention;

FIG. 5 is a top view of a beam module I in the concrete pouring compact combined type template for a beam column in building construction provided by the invention;

fig. 6 is a cross-sectional view of a concrete pouring compact type combined form center pillar module ii for a beam pillar in building construction provided by the invention.

In the figure: 1. a column template; 2. a column module; 3. a beam template; 4. a beam module; 5. a connecting plate; 6. connecting blocks; 71. a groove I; 72. a groove II; 73. a groove III; 8. a through hole; 9. positioning ribs; 10. a base plate.

Detailed Description

The following describes embodiments of the present invention in further detail with reference to the accompanying drawings.

The utility model provides a closely knit type modular form of building construction beam column concrete placement, refer to fig. 1-5, includes column form 1, and column form 1 is buckled into rectangular frame by a plurality of post module 2, and upper end one side of column form 1 is equipped with the opening, and the opening part is equipped with beam form 3, and beam form 3's cross section is U type structure, and beam form 3's opening is up, and beam form 3's tip passes through connecting plate 5 and is connected with column form 1's opening part.

In order to connect between the convenient post template 1 to guarantee joint strength, the both ends of post module 2 are equipped with I71 and II 72 recesses, and two recesses 7 are not of uniform size and opening opposite direction, all are equipped with through-hole 8 in I71 and the II 72 recesses, wear to be equipped with location muscle 9 in the through-hole 8, pass through I71 of recess and II 72 mutual joint one-tenth rectangle frames in the post module 2.

In order to be convenient for be connected between the beam template 3 and between beam template 3 and the connecting plate 5, reinforcing joint strength, beam template 3 is assembled by beam module 4 and bottom plate 10 and is formed, bottom plate 10 is established below beam module 4, be equipped with vertical and horizontal through-hole 8 on the bottom plate 10, beam module 4 one end is equipped with the arch, the other end is equipped with recess III 73, all be equipped with through-hole 8 on arch and the recess III 73, through-hole 8 corresponds each other with vertical through-hole 8 on the bottom plate 10.

For the convenience of tie-beam template 3 and column form 1, strengthen the joint strength of overall structure, connecting plate 5 comprises a plurality of connecting blocks 6, the structure of connecting block 6 is the same with post module 2, I71 of recess of connecting block 6 and II 72 joints of recess on the post module 2, through-hole 8 in I71 of recess and the II 72 of recess communicates each other, II 72 of recess of connecting block 6 and the protruding cooperation of pegging graft on the roof beam module 4, through-hole 8 in II 72 of recess is linked together with the through-hole 8 on the arch, wear to be equipped with location muscle 9 in the through-hole 8, this further strengthened joint strength, the gap has been reduced again, make between each module more closely knit.

During assembly, according to the concrete size of a column to be poured by concrete, a column module 22 with a proper size is selected, a groove I71 of a first column module 2 is buckled with a groove II 72 of a second column module 2, a groove I71 of the second column module 2 is buckled with a groove II 72 of a third column module 2, a groove I71 of the third column module 2 is buckled with a groove II 72 of a fourth column module 2, a groove I71 of the fourth column module 2 is buckled with a groove II 72 of the first column module 2, through holes 8 in the buckled grooves are communicated to form a square frame, and then the square frame is sequentially accumulated on the square frame, and positioning ribs 9 penetrate through the through holes 8 from top to bottom to form the column template 1.

According to the concrete size of the concrete beam to be poured, selecting a column module 2, a beam module 4 and a bottom plate 10 with proper sizes, wherein the widths of the column module 2, the beam module 4 and the bottom plate 10 are consistent, fastening three column modules 2 to form a notched frame, passing through a positioning rib 9 and accumulating above the column template 1, fastening a groove II 72 on one side of an opening with a groove I71 of a connecting block 6, fastening a groove I71 on the other side with a groove II 72 of another connecting block 6 to form a notched square frame, then respectively inserting the groove II 72 and the groove I71 at the notch with bulges of the two beam modules 4 to enable the beam modules 4 to be vertical to the connecting block 6, and then continuously accumulating above the beam modules according to the method until the required height is reached, and fastening the positioning rib 9.

And then sequentially inserting the protrusions of the beam mold block in the grooves III 73 of the beam module 4 to enable the through holes 8 in the grooves III 73 to be communicated with the through holes 8 on the protrusions to achieve the length of the beam to be cast, sequentially accumulating the height above the grooves to enable the height to reach the specified height of the beam mold block 3, then installing a bottom plate 10 below the beam module 4 to enable the longitudinal through holes 8 on the bottom plate 10 to be communicated with the protrusions and the through holes 8 on the grooves III 73, transferring the positioning ribs 9 into the through holes 8, fastening two ends of the positioning ribs 9, penetrating the positioning ribs 9 into the transverse through holes 8 of the bottom plate 10 to enable the positioning ribs 9 to penetrate through the column modules 2 at the end parts of the bottom plate 10, fastening two ends of the positioning ribs 9 to form the beam mold block 3 to be cast with concrete, and casting the concrete into the cavity after installation is completed.

Claims

1. The utility model provides a closely knit type modular form of construction beam column concrete placement which characterized in that: the column formwork (1) is a rectangular framework formed by buckling a plurality of column modules (2), an opening is formed in one side of the upper end of the column formwork (1), a beam formwork (3) is arranged at the opening, the cross section of the beam formwork (3) is of a U-shaped structure, the opening of the beam formwork (3) faces upwards, and the end part of the beam formwork (3) is connected with the opening of the column formwork (1) through a connecting plate (5); the both ends of post module (2) are equipped with recess I (71) and recess II (72), recess I (71) and recess II (72) are not of uniform size and opening opposite direction, all are equipped with through-hole (8) in recess I (71) and recess II (72), wear to be equipped with location muscle (9) in through-hole (8), connect into the rectangle frame through recess I (71) and recess II (72) each other between post module (2).

2. The concrete pouring compact combined type formwork for the construction beam column is characterized in that: beam template (3) are assembled by roof beam module (4) and bottom plate (10) and are formed, establish below roof beam module (4) bottom plate (10), be equipped with vertical and horizontal through-hole (8) on bottom plate (10), roof beam module (4) one end is equipped with the arch, and the other end is equipped with recess III (73), all be equipped with through-hole (8) on arch and recess III (73), through-hole (8) correspond each other with vertical through-hole (8) on bottom plate (10).

3. The concrete pouring compact combined type formwork for the construction beam column is characterized in that: the connecting plate (5) comprises a plurality of connecting blocks (6), the structure of connecting block (6) is the same with post module (2), recess I (71) of connecting block (6) and II (72) joints of recess on post module (2), through-hole (8) in recess I (71) and recess II (72) communicate each other, recess II (72) of connecting block (6) and the protruding cooperation of pegging graft on roof beam module (4), through-hole (8) in recess II (72) are linked together with through-hole (8) on the arch, wear to be equipped with location muscle (9) in through-hole (8).