CN102383598A - Method for section construction of building project constructional column - Google Patents
Method for section construction of building project constructional column Download PDFInfo
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- CN102383598A CN102383598A CN2011102859232A CN201110285923A CN102383598A CN 102383598 A CN102383598 A CN 102383598A CN 2011102859232 A CN2011102859232 A CN 2011102859232A CN 201110285923 A CN201110285923 A CN 201110285923A CN 102383598 A CN102383598 A CN 102383598A
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- template
- constructional column
- back cord
- concrete
- hypomere
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- 238000010276 construction Methods 0.000 title claims abstract description 29
- 238000000034 method Methods 0.000 title abstract description 5
- 239000004567 concrete Substances 0.000 claims abstract description 54
- 239000000463 material Substances 0.000 claims abstract description 6
- 239000011449 brick Substances 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 6
- 230000011218 segmentation Effects 0.000 claims description 4
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 abstract description 2
- 238000005266 casting Methods 0.000 abstract 2
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 238000009415 formwork Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The invention discloses a method for section construction of a building project constructional column, which is characterized in that firstly, technical parameters of horizontal back arris of a template, vertical back arris of the template, an opposite-pull screw and a concrete chute are determined according to materials and size of the building project constructional column; and after a wall body is built, the template of the constructional column can be installed by sections from bottom to top and cast by the concrete. The method for the section construction of the building project constructional column is carried out according to the following steps: 1 manufacturing the template back arris, the opposite-pull screw and the concrete chute; 2 installing the upper-section template of the constructional column and the back arris and performing concrete casting; 3 installing the lower-section template of the constructional column, the back arris and the concrete chute and performing the concrete casting; and 4 removing the template. The method for the section construction of the building project constructional column is suitable for the building project constructional column with a reinforced concrete frame structure and a masonry concrete structure, not only protects a formed wall body, but reduces construction cost and difficulty in supporting and removing the template.
Description
Technical field
The present invention relates to a kind of construction techniques, is a kind of masonry project constructional column section construction method specifically, is applied in the construction of Industrial and Civil Engineering building structure post.
Background technology
Along with the continuous development of building construction technology, to the building wall Forming Quality require increasingly high.Existing wall structure post construction adopts a formwork to the top; Once accomplish concrete and build, in work progress, usually will on body of wall, stay and establish many holes through walls, even the later stage is pounded the hole; Not only trouble is installed, removed to template; Waste of manpower, material resources, and influence molded wall quality, the later stage is probably because not stifled real hollowing and the infiltration phenomenon of occurring in hole.
Summary of the invention
The object of the invention; Be exactly the above-mentioned shortcoming that exists to prior art, a kind of masonry project constructional column section construction method be provided, from bottom to top the segmentation formwork construction; Not only protected molded body of wall, and reduced construction cost and template and installed, remove difficulty.
A kind of masonry project constructional column section construction method provided by the invention; It is realized like this: the technical data of confirming the horizontal back cord of template and vertical back cord, Screw arbor with nut at both-ends, concrete chute according to the material and the size of masonry project constructional column earlier; Carry out the processing and fabricating of back cord, Screw arbor with nut at both-ends, concrete chute then; After treating that building wall is accomplished, carry out constructional column template segmentation installation and concrete from bottom to top again and build.Masonry project constructional column section construction method is carried out as follows:
1, makes template back arris, Screw arbor with nut at both-ends, concrete chute
Confirm the technical data of the horizontal back cord of template and vertical back cord, Screw arbor with nut at both-ends, concrete chute according to the material of masonry project constructional column and size, carry out the processing and fabricating of back cord, Screw arbor with nut at both-ends, concrete chute then.
2, constructional column hypomere template installation, concrete are built
After building wall is accomplished; In the first mounting template of constructional column hypomere (≤2 meters); The middle vertical back cord of 2 hypomere templates and 2 vertical back cords in hypomere template both sides are installed again, 1 hypomere template lower horizontal back cord and 1 hypomere template upper level back cord are installed then.Each passes hole to be provided and the horizontal back cord tension of body of wall opposite side with 1 Screw arbor with nut at both-ends hypomere template lower horizontal back cord two ends, and hole through walls is stayed in advance and is located at the second skin levelling brick perpends position.Strain with a Screw arbor with nut at both-ends and the horizontal back cord of body of wall opposite side in the middle of the hypomere template upper level back cord.Template install and check and accept through after can build concrete.
3, constructional column epimere template installation, concrete are built
After constructional column hypomere concrete is built completion, can installation constitution post epimere template.Constructional column epimere elder generation mounting template, the panel of epimere template docks with the panel of hypomere template.2 vertical back cords in epimere template both sides are installed again, are connected through latch with the vertical back cord in hypomere template both sides.The middle vertical back cord of 2 epimere templates is installed then, and the lower end of this back cord has groove, in the gap of the panel of bevel end insertion hypomere template upper level back cord and hypomere template, and chucking.1 epimere template upper level back cord is installed at last, and with 2 Screw arbor with nut at both-ends and the horizontal back cord tension of body of wall opposite side.Template install and check and accept through after can build concrete.When concrete structure influence concrete pouring construction such as beam, plate is arranged when top, wall top; Reserve the high gap of 50mm between wall top and structure; Punch so that the concrete chute to be installed at the panel top of epimere template; Epimere template upper level back cord is processed into two sections, in the middle of the concrete chute is stuck in, strains with the horizontal back cord of body of wall opposite side respectively with 2 Screw arbor with nut at both-ends.Screw arbor with nut at both-ends is located in the gap between wall top and the Vierendeel girder.
4, stripping
Concrete is built and finished, and after intensity reaches requirement, can remove template, and the order during stripping is: what installed the back removes earlier, the back dismounting of installing earlier.
Compared with prior art, advantage of the present invention is: be applicable to the construction of the masonry project constructional column of reinforced concrete frame structure and brick mix structure, not only protected molded body of wall, and reduced construction cost and template and installed, remove difficulty.
Description of drawings
Fig. 1 constructional column segmentation formwork sketch map.
Fig. 2 concrete chute structure chart.
Vertical back cord 13, epimere template upper level back cord 14, concrete chute 15, concrete structure 16, gap in the middle of the vertical back cord of the vertical back cord of vertical back cord 5 among the figure 1, in the middle of the hypomere template lower horizontal back cord 2, Screw arbor with nut at both-ends 3, levelling brick 4, hypomere template, hypomere template both sides 6, body of wall 7, the panel 8 of hypomere template, latch 9, hypomere template upper level back cord 10, the panel 11 of epimere template, epimere template both sides 12, the epimere template.
The specific embodiment
For further describing the present invention, the present invention's a kind of masonry project constructional column section construction method is further described below in conjunction with accompanying drawing.
The first step is made template back arris, Screw arbor with nut at both-ends, concrete chute.
Confirm the technical data of the horizontal back cord of template (1,9,13) and vertical back cord (4,5,11,12), Screw arbor with nut at both-ends (2), concrete chute (14) according to the material of masonry project constructional column and size, carry out the processing and fabricating of back cord, Screw arbor with nut at both-ends, concrete chute then.
In second step, constructional column hypomere template is installed, concrete is built.
As shown in Figure 1; After body of wall (6) is built completion by laying bricks or stones; In the first mounting template of constructional column hypomere (≤2 meters); The middle vertical back cord (4) of 2 hypomere templates and 2 vertical back cords in hypomere template both sides (5) are installed again, 1 hypomere template lower horizontal back cord (1) and 1 hypomere template upper level back cord (9) are installed then.Each passes hole to be provided and the horizontal back cord tension of body of wall opposite side with 1 Screw arbor with nut at both-ends (2) hypomere template lower horizontal back cord (1) two ends, and hole through walls is stayed in advance and is located at second skin levelling brick (3) the perpends position.Strain with the horizontal back cord of 1 Screw arbor with nut at both-ends (2) and body of wall opposite side in the middle of the hypomere template upper level back cord (9).Template install and check and accept through after can build concrete.
In the 3rd step, constructional column epimere template is installed, concrete is built.
As shown in Figure 1, after constructional column hypomere concrete is built completion, can installation constitution post epimere template.Constructional column epimere elder generation mounting template, the panel of epimere template (10) docks with the panel (7) of hypomere template.2 vertical back cords in epimere template both sides (11) are installed again, are connected through latch (8) with the vertical back cords in hypomere template both sides (5).The middle vertical back cord (12) of 2 epimere templates is installed then, and the lower end of this back cord (12) has groove, in the gap of the panel (7) of bevel end insertion hypomere template upper level back cord (9) and hypomere template, and chucking.1 epimere template upper level back cord (13) is installed at last, and with the horizontal back cord tension of 2 Screw arbor with nut at both-ends (2) and body of wall opposite side.Template install and check and accept through after can build concrete.When top, wall top has concrete structures (15) such as beam, plate to influence the concrete pouring construction; Reserve the high gap (16) of 50mm between wall top and structure; Punch so that concrete chute (14) to be installed at the panel top of epimere template; Epimere template upper level back cord (13) is processed into two sections, in the middle of concrete chute (14) is stuck in, strains with the horizontal back cord of body of wall opposite side respectively with 2 Screw arbor with nut at both-ends (2).Screw arbor with nut at both-ends (2) is located at the lining, gap (16) between wall top and the Vierendeel girder.
The 4th step, stripping.
Concrete is built and finished, and after intensity reaches requirement, can remove template, and the order during stripping is: what installed the back removes earlier, the back dismounting of installing earlier.
Claims (7)
1. masonry project constructional column section construction method; It is characterized in that the technical data that elder generation confirms the horizontal back cord of template and vertical back cord, Screw arbor with nut at both-ends, concrete chute according to the material and the size of masonry project constructional column; Carry out the processing and fabricating of back cord, Screw arbor with nut at both-ends, concrete chute then; After treating that building wall is accomplished, carry out segmentation installation from bottom to top of constructional column template and concrete again and build, masonry project constructional column section construction method is carried out as follows:
(1). make template back arris, Screw arbor with nut at both-ends, concrete chute, comprise the technical data and the processing and fabricating of definite back cord, Screw arbor with nut at both-ends, concrete chute
(2). constructional column epimere template is installed, concrete is built, and comprises constructional column hypomere (≤2 meters) mounting template, 2 hypomere templates middle vertical back cord, the 2 vertical back cords in hypomere template both sides, 1 hypomere template lower horizontal back cord, 1 hypomere template upper level back cord and builds concrete;
(3). constructional column epimere template is installed, concrete is built, and comprises constructional column epimere mounting template, the 2 vertical back cords in epimere template both sides, 2 epimere templates middle vertical back cord, the 1 horizontal back cord of epimere template, concrete chutes and builds concrete;
(4). stripping comprises the dismounting earlier that install the back, the back dismounting of installing earlier.
2. the described a kind of masonry project constructional column section construction method of claim 1; Each passes hole to be provided and the horizontal back cord tension of body of wall opposite side with 1 Screw arbor with nut at both-ends to it is characterized in that (2) said hypomere template lower horizontal back cord two ends, and hole through walls is stayed in advance and is located at the second skin levelling brick perpends position.
3. the described a kind of masonry project constructional column section construction method of claim 1 is characterized in that straining with 1 Screw arbor with nut at both-ends and the horizontal back cord of body of wall opposite side in the middle of (2) said hypomere template upper level back cord.
4. the described a kind of masonry project constructional column section construction method of claim 1 is characterized in that (3) said 2 vertical back cords in epimere template both sides, is connected through latch with the vertical back cord in hypomere template both sides.
5. the described a kind of masonry project constructional column section construction method of claim 1; The lower end that it is characterized in that the middle vertical back cord of (3) said 2 epimere templates has groove; In the gap of the panel of bevel end insertion hypomere template upper level back cord and hypomere template, chucking.
6. right is wanted 1 described a kind of masonry project constructional column section construction method, it is characterized in that the horizontal back cord of (3) said epimere template is with 2 Screw arbor with nut at both-ends and the horizontal back cord tension of body of wall opposite side.
7. the described a kind of masonry project constructional column section construction method of claim 1; It is characterized in that (3) said concrete chute; When concrete structure influence concrete pouring construction such as beam, plate is arranged when top, wall top, be installed in the hole, panel top of epimere template, the horizontal back cord of epimere template is processed into two sections; In the middle of the concrete chute is stuck in, strain with the horizontal back cord of body of wall opposite side respectively with 2 Screw arbor with nut at both-ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011102859232A CN102383598A (en) | 2011-09-23 | 2011-09-23 | Method for section construction of building project constructional column |
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| CN2011102859232A CN102383598A (en) | 2011-09-23 | 2011-09-23 | Method for section construction of building project constructional column |
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| CN102383598A true CN102383598A (en) | 2012-03-21 |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113797A (en) * | 2015-09-23 | 2015-12-02 | 新七建设集团有限公司 | Pouring device and method for constructional columns connected with ring beam |
| 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 |
| CN108547453A (en) * | 2018-05-22 | 2018-09-18 | 中国矿业大学 | A kind of straight type wall structure column constructing device |
| CN108661240A (en) * | 2018-05-22 | 2018-10-16 | 中国矿业大学 | A kind of straight type wall structure column construction method |
| CN110821176A (en) * | 2018-08-07 | 2020-02-21 | 中国水利水电第十六工程局有限公司 | Construction method of temporary house for construction site |
| CN111441589A (en) * | 2020-04-01 | 2020-07-24 | 中建四局第六建设有限公司 | Secondary pouring concrete combined type launder |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2706548Y (en) * | 2004-04-29 | 2005-06-29 | 蒋次杰 | Mould for moulding column |
| CN101139849A (en) * | 2006-09-07 | 2008-03-12 | 张兴汉 | Modular building component and on-site hoisting building method |
| KR100827782B1 (en) * | 2007-01-10 | 2008-05-07 | 주식회사 스마텍엔지니어링 | Wall using U-shaped hollow communication block |
| CN101429803A (en) * | 2008-12-05 | 2009-05-13 | 重庆大学 | Construction column used for masonry structure and its production method and special precast segment |
| CN201581634U (en) * | 2009-12-10 | 2010-09-15 | 山西四建集团有限公司 | Tool for casting concrete for template used in supporting constructional column of filler wall |
| CN102003069A (en) * | 2010-11-24 | 2011-04-06 | 温州中城建设集团有限公司 | Construction method and pouring device for framework masonry infill wall structure |
-
2011
- 2011-09-23 CN CN2011102859232A patent/CN102383598A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2706548Y (en) * | 2004-04-29 | 2005-06-29 | 蒋次杰 | Mould for moulding column |
| CN101139849A (en) * | 2006-09-07 | 2008-03-12 | 张兴汉 | Modular building component and on-site hoisting building method |
| KR100827782B1 (en) * | 2007-01-10 | 2008-05-07 | 주식회사 스마텍엔지니어링 | Wall using U-shaped hollow communication block |
| CN101429803A (en) * | 2008-12-05 | 2009-05-13 | 重庆大学 | Construction column used for masonry structure and its production method and special precast segment |
| CN201581634U (en) * | 2009-12-10 | 2010-09-15 | 山西四建集团有限公司 | Tool for casting concrete for template used in supporting constructional column of filler wall |
| CN102003069A (en) * | 2010-11-24 | 2011-04-06 | 温州中城建设集团有限公司 | Construction method and pouring device for framework masonry infill wall structure |
Non-Patent Citations (2)
| Title |
|---|
| 金克文: "论砖砌体混凝土构造柱的施工要点", 《经营管理者》 * |
| 金鑫: "如何保证构造柱的施工质量", 《黑龙江科技信息》 * |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113797A (en) * | 2015-09-23 | 2015-12-02 | 新七建设集团有限公司 | Pouring device and method for constructional columns connected with ring beam |
| 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 |
| CN108547453A (en) * | 2018-05-22 | 2018-09-18 | 中国矿业大学 | A kind of straight type wall structure column constructing device |
| CN108661240A (en) * | 2018-05-22 | 2018-10-16 | 中国矿业大学 | A kind of straight type wall structure column construction method |
| CN108661240B (en) * | 2018-05-22 | 2019-06-28 | 中国矿业大学 | A kind of straight type wall structure column construction method |
| CN108547453B (en) * | 2018-05-22 | 2019-06-28 | 中国矿业大学 | A kind of straight type wall structure column constructing device |
| CN110821176A (en) * | 2018-08-07 | 2020-02-21 | 中国水利水电第十六工程局有限公司 | Construction method of temporary house for construction site |
| CN110821176B (en) * | 2018-08-07 | 2024-02-27 | 中国水利水电第十六工程局有限公司 | Method for constructing temporary house for construction site |
| CN111441589A (en) * | 2020-04-01 | 2020-07-24 | 中建四局第六建设有限公司 | Secondary pouring concrete combined type launder |
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Application publication date: 20120321 |