CN103615114A - Construction method for brick setting concrete steel tie anti-crack plate strip - Google Patents
Construction method for brick setting concrete steel tie anti-crack plate strip Download PDFInfo
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- CN103615114A CN103615114A CN201310636523.0A CN201310636523A CN103615114A CN 103615114 A CN103615114 A CN 103615114A CN 201310636523 A CN201310636523 A CN 201310636523A CN 103615114 A CN103615114 A CN 103615114A
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- steel tie
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Abstract
The invention discloses a construction method for a brick setting concrete steel tie anti-crack plate strip, and belongs to one construction technology in the field of building. The construction method comprises the following construction technological processes: step a, conducting paying off and leveling, and arranging a height pole; step b, positioning a steel tie bar; step c, planting the steel tie bar; step d, conducting masonry on a wall, and installing clamps; step e, installing and shaping formworks; step f, pouring concrete, wherein the step b-step f can be repeated continuously after the step f, and when the step e is repeated, the formworks obtained in the last step e can be disassembled to be repeatedly used. The construction method is easy to implement, high in steel tie strength, firm in masonry structure and good in durability, the common quality problems of wall cracks are solved, and the construction method is quite suitable for construction of industrial and civil building framework infilled walls.
Description
Technical field
The invention belongs to a kind of construction technology of building field, be specifically related to a kind of brickwork concrete drawknot anticracking board belt construction engineering method.
Background technology
In housing construction, no matter which kind of materials for wall all be unable to do without, drawknot point is set.In construction, conventionally adopt at present tension rib to imbed in horizontal mortar joint, and this method drawknot intensity is little, produces thus wall body structure crack.
Summary of the invention
To the object of the invention is the deficiency existing in background technology in order overcoming, to propose a kind of construction simple, drawknot intensity is high, and masonry structure is firm, the brickwork concrete drawknot anticracking board belt construction engineering method of good endurance.
A brickwork concrete drawknot anticracking board belt construction engineering method, comprises following construction technology process:
Step a, unwrapping wire levelling, arrange marked rod: levelling Lou Huoliangmian basic unit arranges marked rod according to the requirement of fragment of brick and horizontal mortar joint on side wall;
Step b, location steel tie: according to marked rod, at side wall, set bar planting position;
Step c, bar planting: in the bar planting position boring of setting, with liquid honing boring, after in anchor adhesive injection hole, then steel tie is implanted in hole fixing;
Steps d, masonry panel and fixture are installed: according to marked rod, control thickness of mortarat bed joint masonry panel well, while building under steel tie two skin bricks, imbed fixture in perpends, then continue to lay bricks to steel tie;
Step e, template are installed and sizing; Two templates are held on fixture, then strike clamper, two templates are adjacent to masonry;
Step f, concreting: concreting, between two templates, forms drawknot strip;
After above-mentioned steps f, can continue repeating step b to f.
During above-mentioned repeating step e, after the form removable in last step e can being fallen, reuse.
Before above-mentioned steps f, suitable for reading by two clamp two templates.
Above-mentioned fixture comprises that fixture connector and live splint link closely.
In above-mentioned steps b, bar planting position is at drawknot strip mid-depth, and horizontally set quantity is 2, and its position is respectively at 1/3 and 2/3 place of masonry panel thickness.
In above-mentioned steps c, the size of boring is 1.5 times of steel tie cross-sectional diameter, the degree of depth be 10 times of steel tie diameter length and >=70mm.
In above-mentioned steps c, anchor adhesive accounts for space 80% in hole.
In above-mentioned steps d, fixture installation quantity is 3.
In above-mentioned steps f, before concreting, moistening fragment of brick surface, uses concrete mats under steel tie.
The present invention's beneficial effect is compared to existing technology: with in traditional brickwork horizontal mortar joint, bury tension rib ratio underground, this engineering method has that drawknot intensity is high, reinforcing bar is difficult for corrosion, eliminates or prevent the generation of Wall Temperature Crack.Use typified form and the fixture of customization, simple to operate, quick template supporting, form removal, after concreting, body of wall building construction continuously.This engineering method method has solved the common quality defect of wall body slit, improves workmanship level, has strengthened the durability of structure, has reduced the rate of complaints of user.
Accompanying drawing explanation
Fig. 1 is the step schematic diagram of brickwork concrete drawknot anticracking board belt construction engineering method;
Fig. 2 is the schematic diagram after bar planting in brickwork concrete drawknot anticracking board belt construction engineering method;
Fig. 3 is masonry panel and the fixture schematic diagram after installing in brickwork concrete drawknot anticracking board belt construction engineering method;
Fig. 4 is the schematic diagram after concreting in brickwork concrete drawknot anticracking board belt construction engineering method;
Fig. 5 is the sectional view of A-A in Fig. 3;
In figure: steel tie-1; Fixture-2; Template-3.
The specific embodiment
In order to make object of the present invention, technical scheme and advantage clearer, below in conjunction with Figure of description and embodiment, the present invention is further elaborated.
Embodiment: a kind of brickwork concrete drawknot anticracking board belt construction engineering method, comprises following construction technology process:
Step a, unwrapping wire levelling, arrange marked rod: levelling Lou Huoliangmian basic unit, while being greater than 20mm, can adopt the pea gravel concreten levelling that is not less than C20, and then according to the requirement of fragment of brick and horizontal mortar joint, marked rod is set on side wall;
Step b, location steel tie: according to marked rod, set ，Ci position, bar planting position be arranged on the center that is about to water the drawknot strip thickness building up at side wall, and horizontally set quantity is 2, its position is respectively at 1/3 and 2/3 place of masonry panel thickness;
Step c, bar planting: the bar planting position boring of setting, the size in this hole is 1.5 times of steel tie cross-sectional diameter, the degree of depth be 10 times of steel tie cross-sectional diameter length and >=70mm, after boring, with liquid honing, hole, then after using in anchor adhesive injection hole, then steel tie is implanted in hole fixing;
Steps d, masonry panel and fixture are installed: according to marked rod, control thickness of mortarat bed joint masonry panel well, while building under steel tie two skin bricks, imbed respectively 3 fixtures in perpends, this fixture comprises fixture connector and links closely step by step; Install after fixture, then continue to lay bricks to steel tie;
Step e, template are installed and sizing: two templates are held on respectively on 3 fixtures on masonry panel two sides, then slowly strike clamper, two templates are adjacent to masonry, general clamp is advisable, and should not excessively strike tightly, in case mobile masonry.Above-mentioned template can be fixing synthetic with steel nail by two veneers, and so template strength is more firm;
Step f, concreting: before concreting, in order to guarantee the fixed effect better effects if of template, template suitable for reading, fix two fixtures, then concreting is between two templates temporarily again, and then hand punning, forms drawknot strip.For the intensity of drawknot strip, best first moistening a little lower fragment of brick surface when concreting, and being first padded under steel tie with concrete, prevents that steel tie is out of shape and affects the quality of drawknot strip when concreting.
Complete after above step, two temporary fixtures that stripping is suitable for reading, can continue masonry panel again, repeat above-mentioned steps.In repeating step, after the fixture in last time step and template can being pulled down when needing fixture to install and template is installed, reuse.
The above; be only the specific embodiment of the present invention, but protection scope of the present invention is not limited to this, in the technical scope that any those of ordinary skill in the art disclose in the present invention; the variation that can expect easily or replacement, within all should being encompassed in the protection domain of invention.
Claims (10)
1. a brickwork concrete drawknot anticracking board belt construction engineering method, is characterized in that: comprise following construction technology process:
Step a, unwrapping wire levelling, arrange marked rod: levelling Lou Huoliangmian basic unit arranges marked rod according to the requirement of fragment of brick and horizontal mortar joint on side wall;
Step b, location steel tie: according to marked rod, at side wall, set bar planting position;
Step c, bar planting: in the bar planting position boring of setting, with liquid honing boring, after in anchor adhesive injection hole, then steel tie is implanted in hole fixing;
Steps d, masonry panel and fixture are installed: according to marked rod, control thickness of mortarat bed joint masonry panel well, while building under steel tie two skin bricks, imbed fixture in perpends, then continue to lay bricks to steel tie;
Step e, template are installed and sizing; Two templates are held on fixture, then strike clamper, two templates are adjacent to masonry;
Step f, concreting: concreting, between two templates, forms drawknot strip.
2. a kind of brickwork concrete drawknot anticracking board belt construction engineering method according to claim 1, is characterized in that: after described step f, continue repeating step b to f.
3. a kind of brickwork concrete drawknot anticracking board belt construction engineering method according to claim 2, is characterized in that: during described repeating step e, after the form removable in last step e is fallen, reuse.
4. according to a kind of brickwork concrete drawknot anticracking board belt construction engineering method described in any one in claims 1 to 3, it is characterized in that: before described step f, suitable for reading by two clamp two templates.
5. a kind of brickwork concrete drawknot anticracking board belt construction engineering method according to claim 4, is characterized in that: described fixture comprises fixture connector and links closely step by step.
6. according to a kind of brickwork concrete drawknot anticracking board belt construction method described in claim 2 or 3: it is characterized in that: in described step b, bar planting position is at drawknot strip mid-depth, and horizontally set quantity is 2, its position is respectively at 1/3 and 2/3 place of masonry panel thickness.
7. according to a kind of brickwork concrete drawknot anticracking board belt construction method described in claim 2 or 3: it is characterized in that: in described step c, the size of boring is 1.5 times of steel tie cross-sectional diameter, the degree of depth be 10 times of steel tie diameter length and >=70mm.
8. according to a kind of brickwork concrete drawknot anticracking board belt construction method described in claim 2 or 3: it is characterized in that: in described step c, anchor adhesive accounts for space 80% in hole.
9. according to a kind of brickwork concrete drawknot anticracking board belt construction method described in claim 2 or 3: it is characterized in that: in described steps d, fixture installation quantity is 3.
10. according to a kind of brickwork concrete drawknot anticracking board belt construction method described in claim 2 or 3: it is characterized in that: described template is fixing synthetic with steel nail by two veneers; In described step f, before concreting, moistening fragment of brick surface, uses concrete mats under steel tie.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310636523.0A CN103615114B (en) | 2013-12-02 | 2013-12-02 | Brick setting concrete drawknot anticracking board belt construction engineering method |
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| CN201310636523.0A CN103615114B (en) | 2013-12-02 | 2013-12-02 | Brick setting concrete drawknot anticracking board belt construction engineering method |
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| CN103615114A true CN103615114A (en) | 2014-03-05 |
| CN103615114B CN103615114B (en) | 2018-03-06 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104989100A (en) * | 2015-05-25 | 2015-10-21 | 中国十七冶集团有限公司 | Construction method for crack prevention on connecting portion of masonry wall and concrete wall column |
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| CN1760486A (en) * | 2004-10-15 | 2006-04-19 | 罗进南 | Slot opening building blocks or bricks as well as light shear wall and related building, and construction method |
| CN201474116U (en) * | 2009-08-17 | 2010-05-19 | 北京城建亚泰建设工程有限公司 | Joint node for construction of ancient bricks and concrete structures |
| CN101858142A (en) * | 2010-06-25 | 2010-10-13 | 中天建设集团有限公司天津分公司 | Construction method for preventing vertical cracking between main structure and filled wall |
| CN102477797A (en) * | 2010-11-24 | 2012-05-30 | 五冶集团上海有限公司 | Construction method for preventing crack of infilled wall |
| KR20130006222A (en) * | 2011-07-08 | 2013-01-16 | 권오준 | Method for constructing stone block of housing |
| CN103266767A (en) * | 2013-05-27 | 2013-08-28 | 中国航天建设集团有限公司 | Construction method for preventing and treating cracks between concrete structure and filler wall |
-
2013
- 2013-12-02 CN CN201310636523.0A patent/CN103615114B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1760486A (en) * | 2004-10-15 | 2006-04-19 | 罗进南 | Slot opening building blocks or bricks as well as light shear wall and related building, and construction method |
| CN201474116U (en) * | 2009-08-17 | 2010-05-19 | 北京城建亚泰建设工程有限公司 | Joint node for construction of ancient bricks and concrete structures |
| CN101858142A (en) * | 2010-06-25 | 2010-10-13 | 中天建设集团有限公司天津分公司 | Construction method for preventing vertical cracking between main structure and filled wall |
| CN102477797A (en) * | 2010-11-24 | 2012-05-30 | 五冶集团上海有限公司 | Construction method for preventing crack of infilled wall |
| KR20130006222A (en) * | 2011-07-08 | 2013-01-16 | 권오준 | Method for constructing stone block of housing |
| CN103266767A (en) * | 2013-05-27 | 2013-08-28 | 中国航天建设集团有限公司 | Construction method for preventing and treating cracks between concrete structure and filler wall |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104989100A (en) * | 2015-05-25 | 2015-10-21 | 中国十七冶集团有限公司 | Construction method for crack prevention on connecting portion of masonry wall and concrete wall column |
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| CN103615114B (en) | 2018-03-06 |
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