CN108999407A - A kind of constructional column concreting top uses the construction method of funnel - Google Patents
A kind of constructional column concreting top uses the construction method of funnel Download PDFInfo
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- CN108999407A CN108999407A CN201811150495.0A CN201811150495A CN108999407A CN 108999407 A CN108999407 A CN 108999407A CN 201811150495 A CN201811150495 A CN 201811150495A CN 108999407 A CN108999407 A CN 108999407A
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- China
- Prior art keywords
- constructional column
- funnel
- steel
- concreting
- steel funnel
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
A kind of constructional column concreting top uses the construction method of funnel, belongs to building construction secondary structure constructional column concreting technical field.Step: installation binding constructional column steel bar framework, and support template stay concreting mouth at the 200mm apart from top plate；To constructional column steel bar framework first time casting concrete until concreting mouth position after support template；Steel funnel is made according to the size of constructional column concreting mouth, keeps steel funnel cross-sectional width consistent with concreting mouth width dimensions, steel funnel is mounted on constructional column concreting mouth position, steel funnel is fixed with lower face die plate；After steel funnel fixes, by steel funnel inlet to second of casting concrete is carried out at the top of constructional column, until closely knit with top plate；Form removal and steel funnel after concrete reaches intensity requirement reject the prominent concrete in steel funnel position, and Constructional Col-umn Construction is completed.The advantage is that it is easy to operate, guarantee constructional column top concrete pouring quality, reduces constructional column concrete and reprocess, reduce construction cost.
Description
Technical field
The invention belongs to building construction secondary structure constructional column concreting technical fields, in particular, provide a kind of structure
Make the construction method that funnel is used at the top of column concreting.
Background technique
Building construction secondary structure constructional column concreting pours the stage finally, since top concrete pours mouth
Reason, after vibrating, concrete overflow cannot complete concreting well at the top of constructional column, cause to go out at the top of constructional column
Existing gap and concrete misrun and other issues, will also largely repair top after constructional column demoulding, make construction cost
It increases.
Summary of the invention
The purpose of the present invention is to provide the construction methods that funnel is used at the top of a kind of constructional column concreting, to refining
In iron master control room secondary structure constructional column pouring construction, it is mounted with funnel at the top of constructional column, by funnel, makes at the top of constructional column
Concreting is closely knit, and achieves success, and this method not only ensure that constructional column top concrete pouring quality, and significantly
Reprocessing after reducing constructional column demoulding, saves manpower and material resources, reduces construction cost, has accumulated treasured for similar construction later
Expensive experience.
The present invention makes funnel cross-sectional width and mixes according to the good steel funnel (steel plate thickness 4mm) of live constructional column dimensioned
It is consistent that solidifying soil pours mouthful width dimensions, and steel funnel, funnel bottom are installed when constructional column concreting is to apart from top plate 200mm
It is fixed with template, side is fixed with building block.Then by funnel again to residual concrete is poured at the top of constructional column, until coagulation
Soil presses closer vibration compacting with top plate, after constructional column demoulding, rejects to the slightly prominent concrete in constructional column funnel position, constructional column
Construction is completed, and is met the requirements.Specific step is as follows:
The first step, installation binding constructional column steel bar framework 2, and support template 4, stay coagulation at the 200mm apart from top plate 1
Soil pours mouth 3 (see Fig. 1)；
Second step, to constructional column steel bar framework first time casting concrete 5 until concreting mouth 3 after support template 4
Position (see Fig. 2)；
Third step, making steel funnel 6 according to the size of constructional column concreting mouth 3, (steel plate of production steel funnel is thick
Degree is 4mm), keep steel funnel cross-sectional width consistent with 3 width dimensions of concreting mouth, and steel funnel 6 is mounted on constructional column
3 position of concreting mouth, steel funnel 6 and lower face die plate 4 are fixed (see Fig. 3-Fig. 6)；
4th step after steel funnel 6 fixes, continues to pour constructional column top for the second time by 6 entrance of steel funnel
Concrete seven, until closely knit (see Fig. 7) with top plate 1；
5th step, form removal 4 and steel funnel 6 after concrete reaches intensity requirement are slightly prominent mixed to 6 position of steel funnel
Solidifying soil is rejected, and (see Fig. 8) is completed in the construction of constructional column 8.
This method is easy to operate, not only ensure that constructional column top concrete pouring quality, and greatly reduce construction
Column concrete is reprocessed, and construction cost is reduced, and achieves good economic benefit for company.
Detailed description of the invention
Fig. 1 is that constructional column ties up muscle formwork figure (cross-section diagram).
Fig. 2 is constructional column first time concreting figure (cross-section diagram).
Fig. 3 is the main view of steel funnel.
Fig. 4 is the vertical view of steel funnel.
Fig. 5 is the side view of steel funnel.
Fig. 6 is to install steel crater blasting (cross-section diagram) at the top of constructional column.
Fig. 7 is second of concreting figure (cross-section diagram) of constructional column
Fig. 8 is that figure is completed in constructional column demoulding construction
In figure, top plate 1, constructional column steel bar framework 2, concreting mouth 3, template 4, first time casting concrete 5, steel leakage
Bucket 6, second of casting concrete 7, constructional column 8.
Specific embodiment
Fig. 1-Fig. 8 is a kind of specific embodiment of the invention.Specific embodiment is as follows:
The first step, installation binding constructional column steel bar framework 2, and support template 4, stay coagulation at the 200mm apart from top plate 1
Soil pours mouth 3 (see Fig. 1)；
Second step, to constructional column steel bar framework first time casting concrete 5 until concreting mouth 3 after support template 4
Position (see Fig. 2)；
Third step makes steel funnel 6 (steel plate thickness 4mm) according to the size of constructional column concreting mouth 3, makes funnel
Cross-sectional width is consistent with 3 width dimensions of concreting mouth, and steel funnel 6 is mounted on 3 position of constructional column concreting mouth,
Steel funnel 6 and lower face die plate 4 are fixed (see Fig. 3-Fig. 6)；
4th step after steel funnel 6 fixes, continues to pour constructional column top for the second time by 6 entrance of steel funnel
Concrete seven, until closely knit (see Fig. 7) with top plate 1；
5th step, form removal 4 and steel funnel 6 after concrete reaches intensity requirement are slightly prominent mixed to 6 position of steel funnel
Solidifying soil is rejected, and (see Fig. 8) is completed in the construction of constructional column 8.
Claims (2)
1. using the construction method of funnel at the top of a kind of constructional column concreting, which is characterized in that specific step is as follows:
The first step, installation binding constructional column steel bar framework (2), and support template (4), are stayed mixed at the 200mm apart from top plate (1)
Solidifying soil pours mouth (3)；
Second step, to constructional column steel bar framework first time casting concrete (5) until concreting mouth after support template (4)
(3) position；
Third step makes steel funnel (6) according to the size of constructional column concreting mouth (3), make steel funnel cross-sectional width with
Concreting mouth (3) width dimensions are consistent, and steel funnel (6) is mounted on constructional column concreting mouth (3) position, steel leakage
It struggles against (6) and lower face die plate (4) is fixed；
4th step after steel funnel (6) fixes, continues to pour constructional column top for the second time by steel funnel (6) entrance
Concrete (7), until closely knit with top plate (1)；
5th step, form removal (4) and steel funnel (6) after concrete reaches intensity requirement are prominent to steel funnel (6) position mixed
Solidifying soil is rejected, and constructional column (8) construction is completed.
2. using the construction method of funnel at the top of constructional column concreting according to claim 1, which is characterized in that system
The steel plate thickness for making steel funnel is 4mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811150495.0A CN108999407A (en) | 2018-09-29 | 2018-09-29 | A kind of constructional column concreting top uses the construction method of funnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811150495.0A CN108999407A (en) | 2018-09-29 | 2018-09-29 | A kind of constructional column concreting top uses the construction method of funnel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108999407A true CN108999407A (en) | 2018-12-14 |
Family
ID=64589552
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811150495.0A Pending CN108999407A (en) | 2018-09-29 | 2018-09-29 | A kind of constructional column concreting top uses the construction method of funnel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108999407A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111188461A (en) * | 2020-02-24 | 2020-05-22 | 中国二十二冶集团有限公司 | Secondary constructional column of heat-insulation integrated column and construction method of heat-insulation integrated column |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10331425A (en) * | 1997-06-04 | 1998-12-15 | Nkk Corp | Construction method for steel-pipe reinforced concrete column |
| CN203129605U (en) * | 2013-02-26 | 2013-08-14 | 中国建筑第七工程局有限公司 | Concrete pouring hopper for construction column |
| CN205400043U (en) * | 2016-03-04 | 2016-07-27 | 中国建筑第五工程局有限公司 | Constructional column is funnel combination tool for concreting |
| CN106760503A (en) * | 2016-11-22 | 2017-05-31 | 江苏大学 | A kind of constructional column based on standard knot combination is poured uses template |
| CN206233596U (en) * | 2016-10-26 | 2017-06-09 | 中国建筑第八工程局有限公司 | Building block exterior wall constructional column concrete casting device |
| CN206681361U (en) * | 2017-03-03 | 2017-11-28 | 上海二十冶建设有限公司 | Template assembly for constructional column one-time cast-forming |
-
2018
- 2018-09-29 CN CN201811150495.0A patent/CN108999407A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10331425A (en) * | 1997-06-04 | 1998-12-15 | Nkk Corp | Construction method for steel-pipe reinforced concrete column |
| CN203129605U (en) * | 2013-02-26 | 2013-08-14 | 中国建筑第七工程局有限公司 | Concrete pouring hopper for construction column |
| CN205400043U (en) * | 2016-03-04 | 2016-07-27 | 中国建筑第五工程局有限公司 | Constructional column is funnel combination tool for concreting |
| CN206233596U (en) * | 2016-10-26 | 2017-06-09 | 中国建筑第八工程局有限公司 | Building block exterior wall constructional column concrete casting device |
| CN106760503A (en) * | 2016-11-22 | 2017-05-31 | 江苏大学 | A kind of constructional column based on standard knot combination is poured uses template |
| CN206681361U (en) * | 2017-03-03 | 2017-11-28 | 上海二十冶建设有限公司 | Template assembly for constructional column one-time cast-forming |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111188461A (en) * | 2020-02-24 | 2020-05-22 | 中国二十二冶集团有限公司 | Secondary constructional column of heat-insulation integrated column and construction method of heat-insulation integrated column |
| CN111188461B (en) * | 2020-02-24 | 2024-04-19 | 中国二十二冶集团有限公司 | Secondary constructional column of heat-insulating integrated column and construction method of heat-insulating integrated column |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20181214 |