CN203769313U - Concrete pouring formwork reinforcing component - Google Patents
Concrete pouring formwork reinforcing component Download PDFInfo
- Publication number
- CN203769313U CN203769313U CN201420136921.6U CN201420136921U CN203769313U CN 203769313 U CN203769313 U CN 203769313U CN 201420136921 U CN201420136921 U CN 201420136921U CN 203769313 U CN203769313 U CN 203769313U
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- Prior art keywords
- concrete
- die muscle
- template
- muscle
- die
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- Expired - Fee Related
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Abstract
The utility model discloses a concrete pouring formwork reinforcing component comprising a fixed formwork pulling rib and a movable formwork pulling rib. One end of the movable formwork pulling rib is detachably connected to the fixed formwork pulling rib, and the other end extends out of a formwork and is fixedly connected to the formwork. The concrete pouring formwork reinforcing component and a using method thereof have the advantages that the component can be used repeatedly, steel is saved, construction procedures are reduced, and on-site construction environment is optimized.
Description
Technical field
The utility model relates to the building engineering construction fields such as water conservancy and hydropower, house, municipal administration, relates in particular to a kind of for the existing concrete-pouring template reinforcement assembly at vertical position such as combined steel formwork, wooden form.
Background technology
At present, when adopting concrete to construct 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 with materials such as cement mortar, to repair, and increases patch work amount, is unfavorable for energy-saving and emission-reduction.
Utility model content
The technical problems to be solved in the utility model is to overcome the deficiencies in the prior art, a kind of repeatedly use, saving steel, minimizing working procedure is provided, has improved the concrete-pouring template reinforcement assembly of site operation environment.
For solving the problems of the technologies described above, the technical scheme the utility model proposes is:
A concrete-pouring template reinforcement assembly, comprises the fixedly drawing-die muscle in Transducers Embedded in Concrete, also comprises activity drawing-die muscle, and described activity drawing-die muscle one end and fixedly 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 fixedly 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.
Described activity drawing-die muscle is provided with the conical section for preventing that after form removal, fixedly drawing-die muscle exposes with one end that fixedly drawing-die muscle is connected.
Compared with prior art, the utility model has the advantage of:
Concrete-pouring template reinforcement assembly of the present utility model, 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.Concrete-pouring template reinforcement assembly of the present utility model, after stripping, concrete surface is smooth, 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, presentation quality is good, has improved site operation environment simultaneously.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of the utility model activity drawing-die muscle.
Fig. 3 is the structural representation of the utility model the first Application Example.
Fig. 4 is the local structure for amplifying schematic diagram of Fig. 3.
Fig. 5 is the structural representation of the utility model template perforate.
Fig. 6 is the structural representation of the utility model the second Application Example.
Fig. 7 is the processing process figure of the utility model activity drawing-die muscle.
Fig. 8 is the concreting method flow chart of the utility model activity drawing-die muscle.
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 utility model is further described.
Fig. 1 to Fig. 5 shows a kind of embodiment of concrete-pouring template reinforcement assembly of the present utility model, comprise fixedly drawing-die muscle 1 and activity drawing-die muscle 2, fixedly in drawing-die muscle 1 Transducers Embedded in Concrete, activity drawing-die muscle 2 one end and fixedly 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, improved 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 fixedly drawing-die muscle 1 is provided with the external screw thread coordinating with endoporus 21, and activity drawing-die muscle 2 is taper with one end that fixedly drawing-die muscle 1 is connected.
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 utility model, fixedly in 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 utility model, 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 utility model, 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, at one end car that has endoporus 21, go out the 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 fixing diameter of drawing-die muscle 1, the corresponding size matching that is processed into of activity drawing-die muscle 2.
The concreting method of the utility model 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 fixedly 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 fixedly drawing-die muscle 1, and long fixedly 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 by activity drawing-die muscle 2 and template 3, then concreting.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.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 after form removal that fixedly drawing-die muscle 1 does not expose, is conducive to remove quickly and easily activity drawing-die muscle 2 simultaneously.
4) as shown in Figure 3 and Figure 4, in concreting, complete and reach after the striking time of regulation, 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 adopt the directly square spigot 23 of twisting activity drawing-die muscle 2 exposed parts of spanner, i.e. dismountable activity drawing-die muscle 2, then at stripping 3.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.
Although the utility model discloses as above with preferred embodiment, yet not in order to limit the utility model.Any those of ordinary skill in the art, in the situation that not departing from technical solutions of the utility model scope, all can utilize the technology contents of above-mentioned announcement to make many possible changes and modification to technical solutions of the utility model, or be revised as the equivalent embodiment of equivalent variations.Therefore, every content that does not depart from technical solutions of the utility model,, all should drop in the scope of technical solutions of the utility model protection any simple modification made for any of the above embodiments, equivalent variations and modification according to the utility model technical spirit.
Claims (8)
1. a concrete-pouring template reinforcement assembly, comprise the fixedly 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 fixedly drawing-die muscle (1) removably connect, described 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 fixedly 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: described activity drawing-die muscle (2) is provided with the conical section for preventing that after form removal, fixedly drawing-die muscle (1) exposes with one end that fixedly drawing-die muscle (1) is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420136921.6U CN203769313U (en) | 2014-03-25 | 2014-03-25 | Concrete pouring formwork reinforcing component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420136921.6U CN203769313U (en) | 2014-03-25 | 2014-03-25 | Concrete pouring formwork reinforcing component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203769313U true CN203769313U (en) | 2014-08-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420136921.6U Expired - Fee Related CN203769313U (en) | 2014-03-25 | 2014-03-25 | Concrete pouring formwork reinforcing component |
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| Country | Link |
|---|---|
| CN (1) | CN203769313U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103899087A (en) * | 2014-03-25 | 2014-07-02 | 中国水利水电第八工程局有限公司 | Concrete pouring template strengthening component and concrete pouring method |
-
2014
- 2014-03-25 CN CN201420136921.6U patent/CN203769313U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103899087A (en) * | 2014-03-25 | 2014-07-02 | 中国水利水电第八工程局有限公司 | Concrete pouring template strengthening component and concrete pouring method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140813 |