CN204076497U - A kind of prefabricated case beam reinforcing bar binding location moulding bed - Google Patents
A kind of prefabricated case beam reinforcing bar binding location moulding bed Download PDFInfo
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- CN204076497U CN204076497U CN201420420677.6U CN201420420677U CN204076497U CN 204076497 U CN204076497 U CN 204076497U CN 201420420677 U CN201420420677 U CN 201420420677U CN 204076497 U CN204076497 U CN 204076497U
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Abstract
The utility model discloses a kind of prefabricated case beam reinforcing bar binding location moulding bed, comprise the end, web reinforcement overall binding moulding bed and roof steel bar colligation moulding bed; The described end, web reinforcement overall binding moulding bed comprise multiple spaced apart single support I, and all described single supports I are connected with two elongated base plate stirrup positioning calipers by two elongated web hooping positioning calipers; Each described single support I is connected with a web horizontal bar comb shape positioning rule; Described roof steel bar colligation moulding bed comprises multiple spaced apart single support II, all described single supports II are connected by the top board horizontal bar comb shape positioning rule of two elongated settings, and each described single support II is provided with the comb III with the multiple vertical setting of top board horizontal bar adaptation.The utility model can fast, positioning plate, web and roof steel bar accurately, and then improve the reinforcing bar binding precision of prefabricated case beam, accelerate the colligation speed of prefabricated case beam reinforcing bar.
Description
Technical field
The utility model relates to a kind of positioning clamping fixture, particularly a kind of prefabricated case beam reinforcing bar binding location moulding bed.
Background technology
Due to the colligation of framework of steel reinforcement, in prefabricated case beam production operation, workload is maximum, the most loaded down with trivial details, the used time is the longest, belongs to the important step in prefabricated box-beam.Traditional prefabricated case beam reinforcing bar binding directly carries out colligation on beam making bench, because of effort, cover to reinforcement low qualified when the impact of the factor such as beam making bench dispersion exists the portage of semi-finished product reinforcing bar, the shortcoming such as framework of steel reinforcement line style is poor, bar spacing is uneven, framework of steel reinforcement pollutes by beam making bench steel plate releasing agent, pedestal turn around time is grown.Traditional prefabricated case beam reinforcing bar binding quality and speed often govern the construction speed of in-situ precast case beam.So unit in charge of construction is in the urgent need to a kind of mold can locating prefabricated case beam reinforcing bar quickly and accurately, to improve colligation quality and the speed of prefabricated case beam reinforcing bar.
Utility model content
The utility model provides a kind of prefabricated case beam reinforcing bar binding to locate moulding bed for solving in known technology the technical problem that exists, use this moulding bed can fast, positioning plate, web and roof steel bar accurately, and then improve the reinforcing bar binding precision of prefabricated case beam, accelerate the colligation speed of prefabricated case beam reinforcing bar.
The technical scheme that the utility model is taked for the technical problem existed in solution known technology is: a kind of prefabricated case beam reinforcing bar binding location moulding bed, comprises the end, web reinforcement overall binding moulding bed and roof steel bar colligation moulding bed, the described end, web reinforcement overall binding moulding bed comprises multiple spaced apart single support I, each described single support I is all across on pedestal, all described single support I is connected with two elongated base plate stirrup positioning calipers by two elongated web hooping positioning calipers, described web hooping positioning caliper is provided with the multiple draw-in grooves with web hooping adaptation, described base plate stirrup positioning caliper is provided with the multiple draw-in grooves with base plate stirrup adaptation, two described web hooping positioning caliper levels are oppositely arranged, two base plate stirrup positioning caliper levels are oppositely arranged, each described single support I is connected with a web horizontal bar comb shape positioning rule, and described web horizontal bar comb shape positioning rule is provided with the horizontally disposed multiple comb I with web horizontal bar adaptation, described roof steel bar colligation moulding bed comprises multiple spaced apart single support II, all described single supports II are connected by the top board horizontal bar comb shape positioning rule of two elongated settings, two described top board horizontal bar comb shape positioning rule levels are oppositely arranged, described top board horizontal bar comb shape positioning rule is provided with the comb II with the multiple vertical setting of top board horizontal bar adaptation, and each described single support II is provided with the comb III with the multiple vertical setting of top board horizontal bar adaptation.
Described web horizontal bar comb shape positioning rule is flexibly connected with described single support I.
Described comb II is in inverted U-shaped.
Described web hooping positioning caliper and described base plate stirrup positioning caliper are all made up of angle steel.
The advantage that the utility model has and good effect are: adopt the plan-position of positioning caliper control web hooping and base plate stirrup, spacing and line style, comb shape positioning rule is adopted to carry out spacing to web horizontal bar, top board horizontal bar and top board horizontal bar, can fast, positioning web stirrup, base plate stirrup, web horizontal bar, top board horizontal bar and top board horizontal bar accurately, and then improve the colligation precision of prefabricated case beam reinforcing bar, accelerate the colligation speed of prefabricated case beam reinforcing bar, and can construction process be simplified, improve efficiency of construction, ensure construction quality.The utility model is adopted to reduce difficulty of construction; the even standard of prefabricated case beam reinforcing bar line style muscle spacing attractive in appearance, each of colligation; substantially increase the qualification rate of cover to reinforcement; improve construction environment; accelerate construction speed; save construction cost, great impetus can have been played for the quality of engineering entirety and progress.And the end, web reinforcement, roof steel bar skeleton can be constructed, and also can accelerate reinforcing bar binding speed, shorten the holding time of pedestal and template, improve beam speed processed simultaneously.Significant to raising standardized construction.
Accompanying drawing explanation
Fig. 1 is the end of the present utility model, web reinforcement overall binding jig structure schematic diagram;
Fig. 2 is roof steel bar colligation jig structure schematic diagram of the present utility model;
Fig. 3 is web horizontal bar comb shape positioning rule structural representation of the present utility model;
Fig. 4 is the end of the present utility model, web reinforcement overall binding moulding bed partial structurtes schematic diagram;
Fig. 5 is roof steel bar colligation moulding bed partial structurtes schematic diagram of the present utility model.
In figure: 1, single support I; 2, pedestal; 3, web hooping positioning caliper; 3-1, draw-in groove; 4, base plate stirrup positioning caliper; 4-1, draw-in groove; 5, web horizontal bar comb shape positioning rule; 5-1, comb I; 6, single support II; 6-1, comb III; 7, top board horizontal bar comb shape positioning rule; 7-1, comb II.
Detailed description of the invention
For summary of the invention of the present utility model, Characteristic can be understood further, hereby exemplify following examples, and coordinate accompanying drawing to be described in detail as follows:
Refer to Fig. 1 ~ Fig. 5, a kind of prefabricated case beam reinforcing bar binding location moulding bed, comprises the end, web reinforcement overall binding moulding bed and roof steel bar colligation moulding bed.
The described end, web reinforcement overall binding moulding bed comprises multiple spaced apart single support I 1, each described single support I 1 is all across on pedestal 2, all described single support I 1 is connected with two elongated base plate stirrup positioning calipers 4 by two elongated web hooping positioning calipers 3, described web hooping positioning caliper 3 is provided with the multiple draw-in groove 3-1 with web hooping adaptation, described base plate stirrup positioning caliper 4 is provided with the multiple draw-in groove 4-1 with base plate stirrup adaptation, two described web hooping positioning caliper 3 levels are oppositely arranged, two base plate stirrup positioning caliper 4 levels are oppositely arranged, each described single support I 1 is connected with a web horizontal bar comb shape positioning rule 5, and described web horizontal bar comb shape positioning rule 5 is provided with horizontally disposed multiple comb I 5-1 with web horizontal bar adaptation.
Described roof steel bar colligation moulding bed comprises multiple spaced apart single support II 6, all described single supports II 6 are connected by the top board horizontal bar comb shape positioning rule 7 of two elongated settings, two described top board horizontal bar comb shape positioning rule 7 levels are oppositely arranged, described top board horizontal bar comb shape positioning rule 7 is provided with comb II 7-1 with the multiple vertical setting of top board horizontal bar adaptation, and each described single support II 6 is provided with comb III 6-1 with the multiple vertical setting of top board horizontal bar adaptation.
In the present embodiment, in order to easy construction, described web horizontal bar comb shape positioning rule 5 is flexibly connected with described single support I 1, so that dismounting.Conveniently manufacture, described comb II 7-1 is inverted U-shaped.Described web hooping positioning caliper 3 and described base plate stirrup positioning caliper 4 are all made up of angle steel.
Baseplate reinforcing bar and web reinforcement complete overall binding on the end, web reinforcement overall binding moulding bed, and roof steel bar completes colligation on roof steel bar colligation moulding bed, carries out bellows location after baseplate reinforcing bar and web reinforcement colligation; Then utilize lifting device by place to web reinforcement for roof steel bar lifting, finally on beam making bench, web reinforcement and roof steel bar are linked together, complete prefabricated case beam reinforcing bar binding.
Although be described preferred embodiment of the present utility model by reference to the accompanying drawings above; but the utility model is not limited to above-mentioned detailed description of the invention; above-mentioned detailed description of the invention is only schematic; be not restrictive; those of ordinary skill in the art is under enlightenment of the present utility model; do not departing under the ambit that the utility model aim and claim protect, can also make a lot of form, these all belong within protection domain of the present utility model.
Claims (4)
1. a prefabricated case beam reinforcing bar binding location moulding bed, is characterized in that, comprise the end, web reinforcement overall binding moulding bed and roof steel bar colligation moulding bed;
The described end, web reinforcement overall binding moulding bed comprises multiple spaced apart single support I, each described single support I is all across on pedestal, all described single support I is connected with two elongated base plate stirrup positioning calipers by two elongated web hooping positioning calipers, described web hooping positioning caliper is provided with the multiple draw-in grooves with web hooping adaptation, described base plate stirrup positioning caliper is provided with the multiple draw-in grooves with base plate stirrup adaptation, two described web hooping positioning caliper levels are oppositely arranged, two base plate stirrup positioning caliper levels are oppositely arranged, each described single support I is connected with a web horizontal bar comb shape positioning rule, and described web horizontal bar comb shape positioning rule is provided with the horizontally disposed multiple comb I with web horizontal bar adaptation,
Described roof steel bar colligation moulding bed comprises multiple spaced apart single support II, all described single supports II are connected by the top board horizontal bar comb shape positioning rule of two elongated settings, two described top board horizontal bar comb shape positioning rule levels are oppositely arranged, described top board horizontal bar comb shape positioning rule is provided with the comb II with the multiple vertical setting of top board horizontal bar adaptation, and each described single support II is provided with the comb III with the multiple vertical setting of top board horizontal bar adaptation.
2. prefabricated case beam reinforcing bar binding location according to claim 1 moulding bed, it is characterized in that, described web horizontal bar comb shape positioning rule is flexibly connected with described single support I.
3. prefabricated case beam reinforcing bar binding location according to claim 1 moulding bed, it is characterized in that, described comb II is in inverted U-shaped.
4. prefabricated case beam reinforcing bar binding location according to claim 1 moulding bed, it is characterized in that, described web hooping positioning caliper and described base plate stirrup positioning caliper are all made up of angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420420677.6U CN204076497U (en) | 2014-07-28 | 2014-07-28 | A kind of prefabricated case beam reinforcing bar binding location moulding bed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420420677.6U CN204076497U (en) | 2014-07-28 | 2014-07-28 | A kind of prefabricated case beam reinforcing bar binding location moulding bed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204076497U true CN204076497U (en) | 2015-01-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420420677.6U Expired - Fee Related CN204076497U (en) | 2014-07-28 | 2014-07-28 | A kind of prefabricated case beam reinforcing bar binding location moulding bed |
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| CN (1) | CN204076497U (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104999557A (en) * | 2015-08-19 | 2015-10-28 | 中交第一公路工程局有限公司 | Bracket for binding of precast box beam steel bars |
| CN105019361A (en) * | 2015-08-12 | 2015-11-04 | 福建省高速公路建设总指挥部 | Prefabricated small box girder reinforcing steel bar tire membranization mounting device and method |
| CN105057512A (en) * | 2015-07-28 | 2015-11-18 | 中交一公局第二工程有限公司 | Jig frame device for manufacturing sectional beam steel bars |
| CN105171914A (en) * | 2015-08-27 | 2015-12-23 | 江苏省交通工程集团有限公司 | Precast box girder steel bar binding mould and mounting method thereof |
| CN105313221A (en) * | 2015-11-17 | 2016-02-10 | 中国建筑土木建设有限公司 | Box girder web reinforcing bar positioning device and construction method thereof |
| CN106863587A (en) * | 2017-03-02 | 2017-06-20 | 中国葛洲坝集团第工程有限公司 | Many rib three dimension prestressing pregroove marks body reinforcement installation stands and installation method |
| CN107386119A (en) * | 2017-07-26 | 2017-11-24 | 中交公局第二工程有限公司 | A kind of variable cross-section beam sections type variable framework of steel reinforcement construction moulding bed device |
| CN108560417A (en) * | 2018-05-24 | 2018-09-21 | 中交路桥华南工程有限公司 | The rapid constructing method and positioning moulding bed of guardrail |
| CN108568895A (en) * | 2018-04-25 | 2018-09-25 | 广东省智能制造研究所 | A kind of fixing device of building beam column intelligent manufacturing equipment |
| CN108638324A (en) * | 2018-05-28 | 2018-10-12 | 中交路桥北方工程有限公司 | A kind of construction method of prefabricated case beam |
| CN110172921A (en) * | 2019-06-14 | 2019-08-27 | 中国五冶集团有限公司 | Box beam reinforcing bar moulding bed processes structure and steel bar framework of box beam construction method |
| CN115431400A (en) * | 2022-09-29 | 2022-12-06 | 浙江永峰模具制造有限公司 | Box girder jig frame |
-
2014
- 2014-07-28 CN CN201420420677.6U patent/CN204076497U/en not_active Expired - Fee Related
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105057512A (en) * | 2015-07-28 | 2015-11-18 | 中交一公局第二工程有限公司 | Jig frame device for manufacturing sectional beam steel bars |
| CN105019361A (en) * | 2015-08-12 | 2015-11-04 | 福建省高速公路建设总指挥部 | Prefabricated small box girder reinforcing steel bar tire membranization mounting device and method |
| CN104999557A (en) * | 2015-08-19 | 2015-10-28 | 中交第一公路工程局有限公司 | Bracket for binding of precast box beam steel bars |
| CN105171914A (en) * | 2015-08-27 | 2015-12-23 | 江苏省交通工程集团有限公司 | Precast box girder steel bar binding mould and mounting method thereof |
| CN105313221B (en) * | 2015-11-17 | 2017-07-07 | 中国建筑土木建设有限公司 | A kind of box girder web bar reinforcement positioning device and its construction method |
| CN105313221A (en) * | 2015-11-17 | 2016-02-10 | 中国建筑土木建设有限公司 | Box girder web reinforcing bar positioning device and construction method thereof |
| CN106863587A (en) * | 2017-03-02 | 2017-06-20 | 中国葛洲坝集团第工程有限公司 | Many rib three dimension prestressing pregroove marks body reinforcement installation stands and installation method |
| CN106863587B (en) * | 2017-03-02 | 2022-08-09 | 中国葛洲坝集团第一工程有限公司 | Multi-rib three-dimensional prestress prefabricated groove body steel bar installation rack and installation method |
| CN107386119A (en) * | 2017-07-26 | 2017-11-24 | 中交公局第二工程有限公司 | A kind of variable cross-section beam sections type variable framework of steel reinforcement construction moulding bed device |
| CN108568895A (en) * | 2018-04-25 | 2018-09-25 | 广东省智能制造研究所 | A kind of fixing device of building beam column intelligent manufacturing equipment |
| CN108560417A (en) * | 2018-05-24 | 2018-09-21 | 中交路桥华南工程有限公司 | The rapid constructing method and positioning moulding bed of guardrail |
| CN108560417B (en) * | 2018-05-24 | 2024-02-06 | 中交路桥华南工程有限公司 | Quick construction method and positioning jig frame for guardrail |
| CN108638324A (en) * | 2018-05-28 | 2018-10-12 | 中交路桥北方工程有限公司 | A kind of construction method of prefabricated case beam |
| CN110172921A (en) * | 2019-06-14 | 2019-08-27 | 中国五冶集团有限公司 | Box beam reinforcing bar moulding bed processes structure and steel bar framework of box beam construction method |
| CN115431400A (en) * | 2022-09-29 | 2022-12-06 | 浙江永峰模具制造有限公司 | Box girder jig frame |
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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 |
Granted publication date: 20150107 Termination date: 20160728 |
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| CF01 | Termination of patent right due to non-payment of annual fee |