CN211421829U - Concrete pouring template system for constructional columns at cross-shaped wall intersection - Google Patents
Concrete pouring template system for constructional columns at cross-shaped wall intersection Download PDFInfo
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- CN211421829U CN211421829U CN201921689525.5U CN201921689525U CN211421829U CN 211421829 U CN211421829 U CN 211421829U CN 201921689525 U CN201921689525 U CN 201921689525U CN 211421829 U CN211421829 U CN 211421829U
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Abstract
The utility model discloses a cross wall cross department constructional column concrete placement template system has solved the extravagant problem serious and the easy appearance mould that expands of material that current template system exists. Transverse wall steel bar inserting columns (5) are arranged on the cross transverse left wall (1) at intervals along the vertical direction, and transverse wall wood wedges (6) are inserted between the transverse wall steel bar inserting columns (5) and the left end side face of the left front side L-shaped template (3); longitudinal wall steel bar inserting columns (7) are arranged on the crossed longitudinal front side wall body (2) at intervals along the vertical direction from top to bottom, the longitudinal wall steel bar inserting columns (7) and the wall surface of the crossed longitudinal front side wall body (2) are arranged perpendicular to each other, and longitudinal wall wood wedges (8) are inserted between the longitudinal wall steel bar inserting columns (7) and the front end side surface of the left front side L-shaped formwork (3). The manufacturing and processing are simple, the deviation of the geometric dimension after the assembly is small, and the durability is good.
Description
Technical Field
The invention relates to a concrete pouring template system of a secondary structure constructional column in a building, in particular to a pouring template system of a concrete constructional column at the cross wall intersection of a secondary structure constructional column in a building.
Background
In the secondary structure construction process of a building, a concrete constructional column is often poured at the cross-shaped wall intersection, a concrete template system for pouring the constructional column needs to be erected on site, and the template system is reinforced.
Disclosure of Invention
The invention provides a concrete pouring template system for a constructional column at a cross wall intersection, which solves the technical problems of serious material waste and easiness in mold expansion of the existing template system.
The invention solves the technical problems by the following technical scheme:
a constructional column concrete pouring template system at a cross wall intersection comprises a cross transverse left wall body and a cross longitudinal front wall body, wherein a left front L-shaped template for constructional column concrete pouring is arranged between the cross transverse left wall body and the cross longitudinal front wall body, and a left front reinforcing rib square timber is fixedly arranged at the corner of the left front L-shaped template along the vertical direction; transverse wall steel bar inserting columns are arranged on the cross transverse left wall body at intervals along the vertical direction, the transverse wall steel bar inserting columns and the wall surface of the cross transverse left wall body are perpendicular to each other, and transverse wall wood wedges are inserted between the transverse wall steel bar inserting columns and the left end side surface of the left front side L-shaped template; longitudinal wall steel bar inserting columns are arranged on the cross longitudinal front side wall body at intervals along the vertical direction, the longitudinal wall steel bar inserting columns and the wall surface of the cross longitudinal front side wall body are perpendicular to each other, and longitudinal wall wood wedges are inserted between the longitudinal wall steel bar inserting columns and the front end side surface of the left front side L-shaped formwork.
The distance between two adjacent transverse wall body reinforcing steel bar inserted columns is 600 millimeters, the distance between the transverse wall body reinforcing steel bar inserted column at the lowest end and the bottom floor slab is 250 millimeters, the distance between the transverse wall body reinforcing steel bar inserted column and the left end side face of the left front side L-shaped template is 30 millimeters, the transverse wall body wood wedge is a right-angled triangle wedge body, the long-edge right-angle side of the transverse wall body wood wedge is abutted to the left end side face of the left front side L-shaped template, the short-edge right-angle side of the transverse wall body wood wedge is arranged above, and the bevel edge of the transverse wall body wood wedge is abutted to the transverse wall body reinforcing steel bar inserted column.
According to the construction method of the square steel reinforced template, the template is easy to assemble, free of the phenomena of die running and die expansion, easy to fix, simple to manufacture and process, small in geometric size deviation after assembly, good in durability, capable of being repeatedly used, free of material waste and cost-saving; when the steel pipe is installed and dismantled, the labor intensity can be reduced, the working efficiency is improved, the occupied area of the steel after the steel pipe is dismantled is small, the steel pipe is convenient to move, and the common quality problems of slurry leakage, pitted surfaces, holes and the like are obviously reduced.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a matching relation diagram among the wall steel bar inserted columns, the wood wedges and the L-shaped templates.
Detailed Description
The invention is described in detail below with reference to the accompanying drawings:
a constructional column concrete pouring template system at a cross wall intersection comprises a cross transverse left wall body 1 and a cross longitudinal front wall body 2, a left front L-shaped template 3 for constructional column concrete pouring is arranged between the cross transverse left wall body 1 and the cross longitudinal front wall body 2, and a left front reinforcing rib square timber 4 is fixedly arranged at the corner of the left front L-shaped template 3 along the vertical direction; transverse wall steel bar inserting columns 5 are arranged on the cross transverse left wall 1 at intervals along the vertical direction, the transverse wall steel bar inserting columns 5 and the wall surface of the cross transverse left wall 1 are arranged perpendicular to each other, and transverse wall wood wedges 6 are inserted between the transverse wall steel bar inserting columns 5 and the left end side surface of the left front side L-shaped template 3; longitudinal wall steel bar inserting columns 7 are arranged on the crossed longitudinal front side wall 2 at intervals along the vertical direction, the longitudinal wall steel bar inserting columns 7 are perpendicular to the wall surface of the crossed longitudinal front side wall 2, and longitudinal wall wood wedges 8 are inserted between the longitudinal wall steel bar inserting columns 7 and the front end side surface of the left front side L-shaped formwork 3.
The distance between two adjacent transverse wall steel bar inserting columns 5 is 600 mm, the distance between the transverse wall steel bar inserting column 5 at the lowest end and a bottom floor slab is 250 mm, the distance between the transverse wall steel bar inserting column 5 and the left end side face of the left front side L-shaped template 3 is 30 mm, the transverse wall wood wedge 6 is a right-angled triangle wedge body, the long-edge right-angle side of the transverse wall wood wedge 6 is abutted to the left end side face of the left front side L-shaped template 3, the short-edge right-angle side of the transverse wall wood wedge 6 is arranged above, and the bevel edge of the transverse wall wood wedge 6 is abutted to the transverse wall steel bar inserting column 5; the jack of the steel bar inserting column can be drilled by an electric drill, the diameter of the jack is 8 mm, and the depth of the jack is 5 cm.
The template and the reinforcing mechanism arranged between the cross transverse left wall body 1 and the cross longitudinal rear wall body, the template and the reinforcing mechanism arranged between the cross transverse right wall body and the cross longitudinal rear wall body, and the template and the reinforcing mechanism arranged between the cross transverse right wall body and the cross longitudinal front wall body 2 are completely the same; the invention sets the positioning steel bar inserting column on the constructed wall, inserts the wood wedge between the outer end side of the L-shaped template and the positioning steel bar inserting column, and realizes the fixation of the constructional column pouring template by hammering the wood wedge and extruding the template in the mutually vertical direction of the outer end of the L-shaped template to fix the template; when the strength of the poured concrete meets the specified requirements, the wooden wedge is slightly knocked by a hammer from bottom to top, the wooden wedge is taken down, the steel bar inserting column is pulled out, the template is removed, and the hole of the removed steel bar inserting column is plugged by mortar before plastering.
Claims (2)
1. A cross wall intersection constructional column concrete pouring template system comprises a cross transverse left side wall body (1) and a cross longitudinal front side wall body (2), wherein a left front side L-shaped template (3) for pouring constructional column concrete is arranged between the cross transverse left side wall body (1) and the cross longitudinal front side wall body (2), and is characterized in that a left front reinforcing rib square timber (4) is fixedly arranged at the corner of the left front side L-shaped template (3) along the vertical direction from top to bottom; transverse wall steel bar inserting columns (5) are arranged on the cross transverse left wall body (1) at intervals along the vertical direction, the transverse wall steel bar inserting columns (5) and the wall surface of the cross transverse left wall body (1) are perpendicular to each other, and transverse wall wood wedges (6) are inserted between the transverse wall steel bar inserting columns (5) and the left end side surface of the left front side L-shaped template (3); longitudinal wall steel bar inserting columns (7) are arranged on the crossed longitudinal front side wall body (2) at intervals along the vertical direction from top to bottom, the longitudinal wall steel bar inserting columns (7) and the wall surface of the crossed longitudinal front side wall body (2) are arranged perpendicular to each other, and longitudinal wall wood wedges (8) are inserted between the longitudinal wall steel bar inserting columns (7) and the front end side surface of the left front side L-shaped formwork (3).
2. A concrete pouring formwork system for constructional columns at intersections of cross walls as claimed in claim 1, wherein the distance between two adjacent transverse wall steel bar inserting columns (5) is 600 mm, the distance between the transverse wall steel bar inserting column (5) at the lowermost end and a bottom floor slab is 250 mm, the distance between the transverse wall steel bar inserting column (5) and the left end side face of the left front side L-shaped formwork (3) is 30 mm, the transverse wall wood wedge (6) is a right-angled triangle wedge body, the long-side right-angle side of the transverse wall wood wedge (6) is abutted against the left end side face of the left front side L-shaped formwork (3), the right-angle side of the transverse wall wood wedge (6) is arranged above, and the bevel edge of the transverse wall wood wedge (6) is abutted against the transverse wall steel bar inserting column (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921689525.5U CN211421829U (en) | 2019-10-10 | 2019-10-10 | Concrete pouring template system for constructional columns at cross-shaped wall intersection |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921689525.5U CN211421829U (en) | 2019-10-10 | 2019-10-10 | Concrete pouring template system for constructional columns at cross-shaped wall intersection |
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| CN211421829U true CN211421829U (en) | 2020-09-04 |
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| CN201921689525.5U Active CN211421829U (en) | 2019-10-10 | 2019-10-10 | Concrete pouring template system for constructional columns at cross-shaped wall intersection |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110616893A (en) * | 2019-10-10 | 2019-12-27 | 山西三建集团有限公司 | Concrete pouring template system for constructional columns at cross-shaped wall intersection |
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2019
- 2019-10-10 CN CN201921689525.5U patent/CN211421829U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110616893A (en) * | 2019-10-10 | 2019-12-27 | 山西三建集团有限公司 | Concrete pouring template system for constructional columns at cross-shaped wall intersection |
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