CN103899087A - Concrete pouring template strengthening component and concrete pouring method - Google Patents
Concrete pouring template strengthening component and concrete pouring method Download PDFInfo
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- CN103899087A CN103899087A CN201410113183.8A CN201410113183A CN103899087A CN 103899087 A CN103899087 A CN 103899087A CN 201410113183 A CN201410113183 A CN 201410113183A CN 103899087 A CN103899087 A CN 103899087A
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Abstract
The invention discloses a concrete pouring template strengthening component which comprises movable die drawing ribs and fixed die drawing ribs embedded in concrete, one ends of the movable die drawing ribs are detachably connected with the fixed die drawing ribs, and the other ends of the movable die drawing ribs extend out of a template to be fixedly connected with the same. The concrete pouring method includes the steps of 1), stacking the movable die drawing ribs according to different diameters and checking the quality of the movable die drawing ribs; 2), mounting the template, temporarily strengthening the template, fixing the fixed die drawing ribs, and pouring the concrete after the movable die drawing ribs, the fixed die drawing ribs and the template are fixed; 3), during die stripping, stripping the movable die drawing ribs before the template, and mending holes in the surface of the concrete with cement mortar. The concrete pouring template strengthening component and a concrete pouring method have the advantages that the strengthening component an be used for multiple times, steel is saved, construction procedures are reduced, and site construction environment is improved.
Description
Technical field
The present invention relates to the building engineering construction fields such as water conservancy and hydropower, house, municipal administration, relate in particular to a kind of for now concrete-pouring template reinforcement assembly and the concreting method at vertical position such as combined steel formwork, wooden form.
Background technology
At present, adopting concrete while constructing post, beam, wall, first build concrete blinding, then in template concreting.In order to prevent the concrete mould phenomenon that occurs rising, need to reinforce template.In concrete-pouring template strengthening construction process, adopting drawing-die muscle is disposable consumable material, and after the mode form removal of this tradition drawing-die muscle fixed form, lacing wire head exposes, and the later stage needs to expose lacing wire head and cuts off and polish, steel waste is serious, and polishing causes environment pollution.The position of having relatively high expectations in outward appearance in addition also needs, along the punching of lacing wire head, then to repair with materials such as cement mortar, increases patch work amount, is unfavorable for energy-saving and emission-reduction.
Summary of the invention
The technical problem to be solved in the present invention is to overcome the deficiencies in the prior art, a kind of repeatedly use, saving steel, minimizing working procedure is provided, has improved concrete-pouring template reinforcement assembly and the concreting method of site operation environment.
For solving the problems of the technologies described above, the technical scheme that the present invention proposes is:
A kind of concrete-pouring template reinforcement assembly, comprises the fixing drawing-die muscle in Transducers Embedded in Concrete, also comprises activity drawing-die muscle, and described activity drawing-die muscle one end and fixing drawing-die muscle removably connect, and described template is stretched out on other end edge, and is fixedly connected with described template.
Further improvement as technique scheme:
Described activity drawing-die muscle is threaded with described fixing drawing-die muscle.
Described activity drawing-die muscle is fastenedly connected by a securing member and described template, and is pressed in template.
One end that described activity drawing-die muscle stretches out described template is provided with the screw head for being connected with described securing member.
Described screw head is provided with the square spigot that handled easily is exerted oneself.
Described securing member is nut, is provided with pad pipe or 3 shape fasteners between described nut and template.
Described screw head is provided with confined planes.
One end that described activity drawing-die muscle is connected with fixing drawing-die muscle is provided with for preventing and fixes the conical section that drawing-die muscle exposes after form removal.
A kind of concreting method, the template used reinforcement assembly of described concreting is concrete-pouring template reinforcement assembly as above, comprises the steps:
1) activity drawing-die muscle is pressed to different-diameter and stacked, and identify, by the quality of root Survey Operations drawing-die muscle;
2) installation form, and interim reinforcing template, fixing drawing-die muscle, long fixing drawing-die muscle adopts strut to support, and activity drawing-die muscle is passed to template inwards from outward, be connected and fixed with fixing drawing-die muscle, then by activity drawing-die muscle and the fixing after-pouring concrete of template;
3) complete and reach after the striking time of regulation in concreting, first dismounting activity drawing-die muscle, then stripping, with cement mortar mending concrete surface hole defect.
In said method, preferred, described activity drawing-die muscle is provided with conical section, in described step 2) described in the diameter maximum of conical section concordant with concrete surface.
Compared with prior art, the invention has the advantages that:
Concrete-pouring template reinforcement assembly of the present invention, activity drawing-die muscle can Reusability, and saving steel, cost-saving, has improved economic benefit, and engineering method is simple to operate, and construction technology is easily grasped, less demanding to construction workman's technical level, technical quality.Concreting method of the present invention, after stripping, concrete surface is smooth, and without exposed steel bar head, concrete surface hole rule, adopts the packing materials such as cement mortar to repair, and patch work amount is little, and presentation quality is good, has improved site operation environment simultaneously.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Fig. 2 is the structural representation of activity drawing-die muscle of the present invention.
Fig. 3 is the structural representation of the first Application Example of the present invention.
Fig. 4 is the local structure for amplifying schematic diagram of Fig. 3.
Fig. 5 is the structural representation of template perforate of the present invention.
Fig. 6 is the structural representation of the second Application Example of the present invention.
Fig. 7 is the processing process figure of activity drawing-die muscle of the present invention.
Fig. 8 is the concreting method flow chart of activity drawing-die muscle of the present invention.
Number in the figure explanation:
1, fixing drawing-die muscle; 2, activity drawing-die muscle; 21, endoporus; 22, screw head; 23, square spigot; 24, confined planes; 3, template; 31, screw hole; 4, securing member; 5, pad pipe; 6,3 shape fasteners; 7, vertically enclose stupefied; 8, level is enclosed stupefied; 9, strut.
The specific embodiment
Below in conjunction with Figure of description and specific embodiment, the invention will be further described.
Fig. 1 to Fig. 5 shows a kind of embodiment of concrete-pouring template reinforcement assembly of the present invention, comprise fixing drawing-die muscle 1 and activity drawing-die muscle 2, in fixing drawing-die muscle 1 Transducers Embedded in Concrete, activity drawing-die muscle 2 one end and fixing drawing-die muscle 1 removably connect, template 3 is stretched out on other end edge, and is fixedly connected with template 3.The rear concrete surface of stripping 3 is smooth, without exposed steel bar head, concrete surface hole rule, improved site operation environment, and activity drawing-die muscle 2 can Reusability, saving steel, cost-saving simultaneously, improve economic benefit, engineering method is simple to operate, and construction technology is easily grasped, less demanding to construction workman's technical level, technical quality.
In the present embodiment, activity drawing-die muscle 2 is threaded with fixing drawing-die muscle 1.One end of activity drawing-die muscle 2 is provided with threaded endoporus 21, and fixing drawing-die muscle 1 is provided with the external screw thread coordinating with endoporus 21, and one end that activity drawing-die muscle 2 is connected with fixing drawing-die muscle 1 is taper.
In the present embodiment, activity drawing-die muscle 2 is fastenedly connected with template 3 by a securing member 4, and is pressed in template 3.Securing member 4 is nut, and one end that activity drawing-die muscle 2 stretches out template 3 is provided with the screw head 22 for being connected with nut, is provided with pad pipe 5 or 3 shape fasteners 6 between nut and template 3.Screw head 22 is provided with confined planes 24, for limiting the position of nut.The end of screw head 22 one end is provided with the square spigot 23 that handled easily is exerted oneself.
Fig. 3 and the structural representation that Figure 4 shows that the first application implementation mode of the present invention, in fixing drawing-die muscle 1 Transducers Embedded in Concrete, activity drawing-die muscle 2 other ends through template 3, vertically enclose stupefied 7, level and enclose stupefiedly 8, pad pipe 5 is sheathed on activity drawing-die muscle 2, then fixes by nut screwing clamping.
Figure 6 shows that the structural representation of the second application implementation mode of the present invention, activity drawing-die muscle 2 other ends through template 3, level enclose stupefied 8, vertically enclose stupefied 7,3 shape fastener 6 fastening activity drawing-die muscle 2, then fix with nut screwing clamping.
Concrete-pouring template reinforcement assembly of the present invention, as shown in Figure 7, the technological process of the present embodiment activity drawing-die muscle 2 mainly comprises the following steps the processing process of activity drawing-die muscle 2:
1) activity drawing-die muscle 2 adopts common Ф 28 round steel or screw-thread steel processing, and cutting length is generally 300mm, also can utilize the rear remaining length of reinforcing bar processing to be greater than the waste material of 300mm.
2) add and first with lathe, flat grinding process is cut in blank two ends man-hour, the maximum gauge of the muscle of activity drawing-die shown in car Fig. 12 cylindricals again, it is the blank external diameter of Ф 25, then bore respectively the internal thread of endoporus 21, car endoporus 21, go out at one end car that has endoporus 21 cone that length is 40mm, the square spigot 23 of the long 15mm of other end milled edge, finally, at the outer silk of square spigot 23 one end cover Ф 20, heat-treats for last whole.
3) must inspect by random samples before dispatching from the factory, particularly the precision of internal thread and outer silk.
In other embodiment, according to the diameter of fixing drawing-die muscle 1, the corresponding size matching that is processed into of activity drawing-die muscle 2.
Concreting method of the present invention, the reinforcement assembly of concreting template used 3 is above-mentioned concrete-pouring template reinforcement assembly, as shown in Figure 8, comprises the steps:
1) activity drawing-die muscle 2 should be stacked neatly by different-diameter after being transported to job site, the line identifier of going forward side by side.
2) before use, the activity drawing-die muscle 2 of different-diameter is connected with corresponding fixing drawing-die muscle 1 by root, discovery quality problems are return in time workshop and are processed, and underproof activity drawing-die muscle 2 can not be brought into construction storehouse face and use.
3) installation form 3, and interim reinforcing template 3, fixing drawing-die muscle 1, long fixing drawing-die muscle 1 adopts strut 9 to support, the one end that activity drawing-die muscle 2 is provided with to conical section from outside inwards template 3 reserved screw hole 31 penetrate, be connected and fixed with fixing drawing-die muscle 1, then fastening nut is fixing activity drawing-die muscle 2 and template 3, then concreting.Activity drawing-die muscle 2 must guarantee after installing that the diameter maximum of conical section conehead is concordant with concrete surface or slightly inside concrete surface, to guarantee that fixing drawing-die muscle 1 after form removal does not expose, and is conducive to remove quickly and easily activity drawing-die muscle 2 simultaneously.
4) complete and reach after the striking time of regulation in concreting, first dismounting activity drawing-die muscle 2, stripping 3 again, the rear concrete surface of stripping 3 is smooth, without exposed steel bar head, and concrete surface hole rule, adopt the packing materials such as cement mortar to repair, patch work amount is little, and presentation quality is good, has improved site operation environment simultaneously.
As shown in Figure 3 and Figure 4, in the present embodiment, complete and reach after the striking time of regulation in concreting, the nut of first dismounting activity drawing-die muscle 2 outer ends, unload underlay pipe 5, that the level of then removing is successively enclosed is stupefied 8, vertically enclose stupefied 7 and template 3, finally adopts the directly square spigot 23 of twisting activity drawing-die muscle 2 exposed parts of spanner, i.e. dismountable activity drawing-die muscle 2.
In the present embodiment, screw hole 31 is generally reserved in the template 3 of P1515 (as shown in Figure 5), and perforate should complete in workshop, and its size should be mated with activity drawing-die muscle 2.
Although the present invention discloses as above with preferred embodiment, but not in order to limit the present invention.Any those of ordinary skill in the art, in the situation that not departing from technical solution of the present invention scope, can utilize the technology contents of above-mentioned announcement to make many possible variations and modification to technical solution of the present invention, or be revised as the equivalent embodiment of equivalent variations.Therefore, every content that does not depart from technical solution of the present invention,, all should drop in the scope of technical solution of the present invention protection any simple modification made for any of the above embodiments, equivalent variations and modification according to the technology of the present invention essence.
Claims (10)
1. a concrete-pouring template reinforcement assembly, comprise the fixing drawing-die muscle (1) in Transducers Embedded in Concrete, it is characterized in that: also comprise activity drawing-die muscle (2), described activity drawing-die muscle (2) one end and fixing drawing-die muscle (1) removably connect, template (3) is stretched out on other end edge, and is fixedly connected with described template (3).
2. concrete-pouring template reinforcement assembly according to claim 1, is characterized in that: described activity drawing-die muscle (2) is threaded with described fixing drawing-die muscle (1).
3. concrete-pouring template reinforcement assembly according to claim 2, is characterized in that: described activity drawing-die muscle (2) is fastenedly connected by a securing member (4) and described template (3), and is pressed in template (3).
4. concrete-pouring template reinforcement assembly according to claim 3, is characterized in that: one end that described activity drawing-die muscle (2) stretches out described template (3) is provided with the screw head (22) for being connected with described securing member (4).
5. concrete-pouring template reinforcement assembly according to claim 4, is characterized in that: described screw head (22) is provided with the square spigot (23) that handled easily is exerted oneself.
6. concrete-pouring template reinforcement assembly according to claim 5, is characterized in that: described securing member (4) is nut, is provided with pad pipe (5) or 3 shape fasteners (6) between described nut and template (3).
7. concrete-pouring template reinforcement assembly according to claim 4, is characterized in that: described screw head (22) is provided with confined planes (24).
8. concrete-pouring template reinforcement assembly according to claim 4, is characterized in that: one end that described activity drawing-die muscle (2) is connected with fixing drawing-die muscle (1) is provided with for preventing and fixes the conical section that drawing-die muscle (1) exposes after form removal.
9. a concreting method, is characterized in that: the reinforcement assembly of described concreting template used (3) is the concrete-pouring template reinforcement assembly as described in claim 1～8 any one, comprises the steps:
1) activity drawing-die muscle (2) is pressed to different-diameter and stacked, and identify, by the quality of root Survey Operations drawing-die muscle (2);
2) installation form (3), and interim reinforcing template (3), fixing drawing-die muscle (1), long fixing drawing-die muscle (1) adopts strut (9) to support, activity drawing-die muscle (2) is passed inwards to template (3) from outward, be connected and fixed with fixing drawing-die muscle (1), then by fixing to activity drawing-die muscle (2) and template (2) after-pouring concrete;
3) complete and reach after the striking time of regulation in concreting, first dismounting activity drawing-die muscle (2), then stripping (3), with cement mortar mending concrete surface hole defect.
10. concreting method according to claim 9, is characterized in that: described activity drawing-die muscle (2) is provided with conical section, in described step 2) described in the diameter maximum of conical section concordant with concrete surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410113183.8A CN103899087A (en) | 2014-03-25 | 2014-03-25 | Concrete pouring template strengthening component and concrete pouring method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410113183.8A CN103899087A (en) | 2014-03-25 | 2014-03-25 | Concrete pouring template strengthening component and concrete pouring method |
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| CN103899087A true CN103899087A (en) | 2014-07-02 |
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| CN201410113183.8A Pending CN103899087A (en) | 2014-03-25 | 2014-03-25 | Concrete pouring template strengthening component and concrete pouring method |
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Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07269114A (en) * | 1994-03-30 | 1995-10-17 | Aoki Corp | Fastening fitting for form |
| JPH09242334A (en) * | 1996-03-05 | 1997-09-16 | Masatoshi Sato | Fastening device of concrete form |
| CN2587989Y (en) * | 2002-11-19 | 2003-11-26 | 敖正官 | Draw bar tensioning device |
| CN201013082Y (en) * | 2006-11-24 | 2008-01-30 | 刘永恒 | Turnover connecting piece for building formwork system |
| CN202090602U (en) * | 2011-05-13 | 2011-12-28 | 中国葛洲坝集团股份有限公司 | Channel steel fastener for fixing template |
| CN203145464U (en) * | 2013-04-16 | 2013-08-21 | 济南黄河路桥工程公司 | Draw bar |
| CN203213604U (en) * | 2013-05-07 | 2013-09-25 | 广西建工集团第一建筑工程有限责任公司 | Reinforcement butterfly clasp |
| CN203769313U (en) * | 2014-03-25 | 2014-08-13 | 中国水利水电第八工程局有限公司 | Concrete pouring formwork reinforcing component |
-
2014
- 2014-03-25 CN CN201410113183.8A patent/CN103899087A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07269114A (en) * | 1994-03-30 | 1995-10-17 | Aoki Corp | Fastening fitting for form |
| JPH09242334A (en) * | 1996-03-05 | 1997-09-16 | Masatoshi Sato | Fastening device of concrete form |
| CN2587989Y (en) * | 2002-11-19 | 2003-11-26 | 敖正官 | Draw bar tensioning device |
| CN201013082Y (en) * | 2006-11-24 | 2008-01-30 | 刘永恒 | Turnover connecting piece for building formwork system |
| CN202090602U (en) * | 2011-05-13 | 2011-12-28 | 中国葛洲坝集团股份有限公司 | Channel steel fastener for fixing template |
| CN203145464U (en) * | 2013-04-16 | 2013-08-21 | 济南黄河路桥工程公司 | Draw bar |
| CN203213604U (en) * | 2013-05-07 | 2013-09-25 | 广西建工集团第一建筑工程有限责任公司 | Reinforcement butterfly clasp |
| CN203769313U (en) * | 2014-03-25 | 2014-08-13 | 中国水利水电第八工程局有限公司 | Concrete pouring formwork reinforcing component |
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Application publication date: 20140702 |