CN103422606B - Structural column erecting-free block and construction method - Google Patents
Structural column erecting-free block and construction method Download PDFInfo
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- CN103422606B CN103422606B CN201310352998.7A CN201310352998A CN103422606B CN 103422606 B CN103422606 B CN 103422606B CN 201310352998 A CN201310352998 A CN 201310352998A CN 103422606 B CN103422606 B CN 103422606B
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Abstract
The invention provides a kind of structural column erecting-free block and construction method, including the building block that two panels is spliced mutually, described two panels building block is spliced into the rectangular structure of hollow mutually.The structural column erecting-free block of the present invention and construction method, eliminate the operation of formwork and form removal and surfacing, need not plaster leveling again, operation can be reduced, reduce construction cost, and avoid the surface layer cracking caused of plastering.
Description
Technical field
The invention belongs to building field, specifically a kind of structural column erecting-free block and construction method.
Background technology
Along with country's wall changes the development of policy and the enhancing of people's environmental consciousness, the materials for wall in architectural engineering has been increasingly using various block material, and wherein autoclave aerated concrete building block is widely used in infilled wall and the enclosure wall of frame structure.Assigned position arranges constructional column in the middle part of the corner and body of wall of blockwork etc., it is possible to improve stability in the large and the anti-seismic performance of body of wall.
Constructional column traditional method in blockwork: elder generation's colligation constructional column reinforcing bar during construction, builds constructional column both sides body of wall, then installs template, placing concrete.
The defect of this way: 1, needing to install template and form removal, operation is more；If 2 formwork erection imprecisions, easily run mould and flatness deviation occurs, cause and pick cutter concrete, plaster leveling.
Summary of the invention
In order to solve above-mentioned technical problem, the invention provides a kind of structural column erecting-free block and construction method.
A kind of structural column erecting-free block, it is characterised in that it includes the building block that two panels is spliced mutually, and described two panels building block is spliced into the rectangular structure of hollow mutually.
Described a kind of structural column erecting-free block, it is characterised in that described building block is grooved, building block two ends are respectively provided with the edge of a wing.
Described a kind of structural column erecting-free block, it is characterised in that the edge of a wing thickness of described building block one end is thicker than the edge of a wing thickness of the building block other end.
Described a kind of structural column erecting-free block, it is characterised in that the edge of a wing thickness of described building block one end is 80 90mm, the edge of a wing thickness of the building block other end is 20 30mm.
Described a kind of structural column erecting-free block, it is characterised in that the edge of a wing thickness of described building block one end is 85mm, the edge of a wing thickness of the building block other end is 25mm.
Described a kind of structural column erecting-free block, it is characterised in that the mutual stitching portion of described building block is fold-line-shaped, forms groove and tognue type and connects.
The method that described structural column erecting-free block carries out constructing, it is characterised in that comprise the steps:
1) for there being the engineering of constructional column, before laying bricks, first according to design drawing, constructional column position should be carried out snap the line, and constructional column joint bar is processed straight, colligation constructional column reinforcing bar；
2) during masonry panel, being built into horse tooth trough with constructional column junction, horse tooth trough height is corresponding with building block；
3) building block adopts L-shaped ironware or steel tie with the drawknot of constructional column, places by designing requirement position, during design no requirement (NR), arrange along the high 50～60cm of wall according to segment heights size, when adopting steel tie, can in the building block on constructional column both sides sawing groove, thus the reinforcing bar that effectively bonds.
4) after the concrete block masonry of constructional column both sides, building structure post building block, stagger between this building block adjacent two layers setting, to form horse tooth trough, if body of wall is too high, the stability of constructional column building block during in order to ensure casting concrete, can clamp at body of wall two sides steel pipe or flitch, after concrete reaches some strength, dismantle steel pipe or flitch, constructional column building block need not be removed.
Described method, it is characterised in that step 2) in horse tooth trough height less than 300mm, retreat and be of a size of 60mm.
Described method, it is characterised in that in step 3), the every limit of steel tie is deeply no less than 1m within the walls.
The structural column erecting-free block of the present invention and construction method, eliminate the operation of formwork and form removal and surfacing, need not plaster leveling again, operation can be reduced, reduce construction cost, and avoid the surface layer cracking caused of plastering.
Accompanying drawing explanation
Fig. 1 is the axonometric chart of the two-piece type building block of the present invention；
Fig. 2 is the axonometric chart of the groove and tognue type building block of the present invention；
Fig. 3 is the top view of the two-piece type building block of the present invention；
Fig. 4 is the front elevation of the groove and tognue type building block of the present invention；
Fig. 5 is building block upper strata (lower floor) plane graph of the present invention；
Fig. 6 is building block lower floor (upper strata) plane graph of the present invention；
Fig. 7 is 11 sectional views of Fig. 5；
Fig. 8 is the overall structure axonometric chart of the present invention；
In figure, 1 building block；2 edges of a wing；3 constructional column reinforcing bars；4 bodies of wall.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is described in detail.
As shown in Figures 1 to 4, the building block 1 of the present invention can make two kinds of forms:
1, two-piece type: be made up of the building block 1 of two grooveds, building block 1 both sides set the edge of a wing 2, and thickness is 85mm, and another side thickness is 25mm, are so provided with two purposes: remaining stable for property when the first is for building structure post building block；Its two be in order to building block about 1 stagger setting to form horse tooth trough.
2, two half block one building-blocks of composition, groove and tognue type is made in joint, bonding with special cementing mortar.
As shown in Fig. 5 to Fig. 8, the construction method of the present invention is as follows:
For there being the engineering of constructional column, before laying bricks, first according to design drawing, constructional column position should be carried out snap the line, and constructional column joint bar is processed straight, colligation constructional column reinforcing bar.
During masonry panel, being built into horse tooth trough with constructional column junction, horse tooth trough height is corresponding with building block 1, is usually no more than 300mm, retreats and is of a size of 60mm.
The drawknot of building block 1 and constructional column adopts L-shaped ironware or steel tie, places by designing requirement position, during design no requirement (NR), arranges along the high 50～60cm of wall according to building block 1 height dimension.When adopting steel tie, owing to the special cementing mortar gray seam thickness of building block 1 is 3-5mm, and steel tie is φ 6.5, can in the building block 1 on constructional column both sides sawing groove, thus the reinforcing bar that effectively bonds.The every limit of horizontal tension rib is deeply no less than 1m within the walls.
After the concrete block masonry of constructional column both sides, building building block by laying bricks or stones, this building block about 1 is staggered placement, to form horse tooth trough (see Fig. 5 to Fig. 8, for two-piece type building block, groove and tognue type building block construction is basic with two-piece type building block).If body of wall 4 is too high, the stability of constructional column building block during in order to ensure casting concrete, can clamp at body of wall 4 two sides steel pipe or flitch.After concrete reaches some strength, dismantle steel pipe or flitch, constructional column building block need not be removed.
The foregoing is only presently preferred embodiments of the present invention, not in order to limit the present invention, all any amendment, equivalent replacement and improvement etc. made within the spirit and principles in the present invention, it is all contained within protection scope of the present invention.
Claims (5)
1. one kind uses the method that structural column erecting-free block carries out constructing, it is characterised in that comprise the steps:
1) for there being the engineering of constructional column, before laying bricks, first according to design drawing, constructional column position should be carried out snap the line, and constructional column joint bar is processed straight, colligation constructional column reinforcing bar；
2) during masonry panel (4), being built into horse tooth trough with constructional column junction, horse tooth trough height is corresponding with building block；
3) building block adopts L-shaped ironware or steel tie with the drawknot of constructional column, places by designing requirement position, during design no requirement (NR), arrange along the high 50～60cm of wall according to segment heights size, when adopting steel tie, can in the building block on constructional column both sides sawing groove, thus the reinforcing bar that effectively bonds；
4) after the concrete block masonry of constructional column both sides, building structure post building block (1), stagger between building block (1) adjacent two layers setting, to form horse tooth trough, if body of wall (4) is too high, the stability of constructional column building block during in order to ensure casting concrete, can clamp at body of wall (4) two sides steel pipe or flitch, after concrete reaches some strength, dismantle steel pipe or flitch, constructional column building block need not be removed；
Structural column erecting-free block, including the building block (1) that two panels is spliced mutually, described two panels building block (1) is spliced into the rectangular structure of hollow mutually；Described building block (1) is grooved, and building block two ends are respectively provided with the edge of a wing (2)；The edge of a wing (2) thickness of described building block (1) one end is thicker than the edge of a wing (2) thickness of building block (1) other end.
2. a kind of method using structural column erecting-free block to carry out constructing as claimed in claim 1, it is characterised in that the edge of a wing (2) thickness of described building block (1) one end is 80 90mm, and the edge of a wing (2) thickness of building block (1) other end is 20 30mm.
3. a kind of method using structural column erecting-free block to carry out constructing as claimed in claim 1, it is characterised in that the edge of a wing (2) thickness of described building block (1) one end is 85mm, and the edge of a wing (2) thickness of building block (1) other end is 25mm.
4. a kind of method using structural column erecting-free block to carry out constructing as claimed in claim 1, it is characterised in that step 2) in horse tooth trough height less than 300mm, retreat and be of a size of 60mm.
5. a kind of method using structural column erecting-free block to carry out constructing as claimed in claim 1, it is characterised in that the every limit of step 3) steel tie is deeply no less than 1m within the walls.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310352998.7A CN103422606B (en) | 2013-08-14 | 2013-08-14 | Structural column erecting-free block and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310352998.7A CN103422606B (en) | 2013-08-14 | 2013-08-14 | Structural column erecting-free block and construction method |
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| Publication Number | Publication Date |
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| CN103422606A CN103422606A (en) | 2013-12-04 |
| CN103422606B true CN103422606B (en) | 2016-07-27 |
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| CN201310352998.7A Active CN103422606B (en) | 2013-08-14 | 2013-08-14 | Structural column erecting-free block and construction method |
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Families Citing this family (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104912189A (en) * | 2014-03-13 | 2015-09-16 | 株洲博尔曼科技发展有限公司 | Reinforced concrete block frame structure and construction method thereof |
| CN105113660B (en) * | 2015-06-25 | 2018-10-16 | 朱占元 | A kind of construction method for the constructional column constructed simultaneously with frame structure filling wall |
| CN105064543A (en) * | 2015-09-09 | 2015-11-18 | 歌山建设集团有限公司 | Formwork-free constructional column and construction method |
| CN105350701A (en) * | 2015-11-25 | 2016-02-24 | 承德明德建材制造有限公司 | Building block material unit and butt joint structure thereof |
| CN106894501A (en) * | 2017-03-14 | 2017-06-27 | 中天建设集团有限公司 | A kind of construction masonry structure one-shot forming system |
| CN106968366B (en) * | 2017-05-09 | 2020-01-10 | 中原工学院 | Construction method for pouring constructional column without dismantling formwork |
| CN106978865A (en) * | 2017-06-04 | 2017-07-25 | 中国建筑第七工程局有限公司 | A kind of constructional column, which is poured, exempts from formwork prefabricated components |
| CN107366385A (en) * | 2017-08-02 | 2017-11-21 | 中国十七冶集团有限公司 | A kind of thermal insulation structure post and its construction method |
| CN108331237A (en) * | 2018-04-11 | 2018-07-27 | 广东梁亮建筑工程有限公司 | A kind of construction method of constructional column building block and building structure column |
| CN108708481B (en) * | 2018-05-28 | 2020-04-07 | 中国化学工程第六建设有限公司 | Construction method for constructional column without formwork support |
| CN110359631A (en) * | 2019-07-23 | 2019-10-22 | 福建磊鑫(集团)有限公司 | Secondary structure Constructional Col-umn Construction method |
| CN110629933A (en) * | 2019-09-30 | 2019-12-31 | 重庆华硕建设有限公司 | Structure of structural column without supporting form |
| CN111622505A (en) * | 2020-05-06 | 2020-09-04 | 中国建筑一局(集团)有限公司 | Construction column chiseling-free construction method beneficial to controlling construction column top sealing quality |
| CN111576751A (en) * | 2020-05-26 | 2020-08-25 | 永康市天睿建设有限公司 | Parapet wall construction method capable of shortening construction period |
| CN115142608A (en) * | 2022-03-30 | 2022-10-04 | 广东华坤建设集团有限公司 | Building block assembly for formwork-supporting-free structure and using method thereof |
| CN115045502B (en) * | 2022-05-26 | 2024-01-05 | 上海宝冶集团有限公司 | Construction method for replacing templates by using matched blocks on close side of constructional column |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB190010180A (en) * | 1900-06-02 | 1900-09-01 | John Carrington Sellars | Improvements in Building Blocks and Structures. |
| BE888800A (en) * | 1981-05-14 | 1981-08-28 | Sondag Jean Paul | FORMWORK FOR CONCRETE SAIL |
| JPH03217538A (en) * | 1990-01-23 | 1991-09-25 | Takeshige Shimonohara | Block body for constructing use |
| CN101457556A (en) * | 2006-06-16 | 2009-06-17 | 罗进南 | Core beam constructional column mixed combination wall, building method and relevant building block |
| CN102535847B (en) * | 2012-03-14 | 2014-01-01 | 郑州航空工业管理学院 | Method for constructing gypsum self-insulation outer wall block masonry |
| CN202672454U (en) * | 2012-06-28 | 2013-01-16 | 夏传清 | Combined mortar-free wall building block |
| CN102797308A (en) * | 2012-08-02 | 2012-11-28 | 湖南大学 | Novel self-insulating constructional column |
| CN203440980U (en) * | 2013-08-14 | 2014-02-19 | 歌山建设集团有限公司 | Structural column building block built without erecting templates |
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| CN103422606A (en) | 2013-12-04 |
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Denomination of invention: Construction of column free formwork block and its construction method Effective date of registration: 20230816 Granted publication date: 20160727 Pledgee: Dongyang Branch of China Construction Bank Co.,Ltd. Pledgor: GESHAN CONSTRUCTION GROUP Co.,Ltd. Registration number: Y2023980052356 |