CN204435542U - Integration bean column node formwork structure - Google Patents
Integration bean column node formwork structure Download PDFInfo
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- CN204435542U CN204435542U CN201520053710.0U CN201520053710U CN204435542U CN 204435542 U CN204435542 U CN 204435542U CN 201520053710 U CN201520053710 U CN 201520053710U CN 204435542 U CN204435542 U CN 204435542U
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Abstract
The utility model discloses a kind of integrated bean column node formwork structure, can be pre-formed, also can assembled formation, comprise column template, beam forms, gusset template, beam forms is identical with gusset form height, for framework deck-molding deducts slab thickness, column template element length scope 300mm-800mm; When bean column node is formed by these three kinds of template assemblies, adopt concavo-convex tongue and groove form to splice between three kinds of modular units, tongue and groove form can be rectangle, zigzag, dislocation spill, inclined-plane shape etc., and convex tongue and groove size and spill tongue and groove size match.
Description
Technical field
The utility model discloses a kind of integrated bean column node formwork structure.
Background technology
Traditional frame structure construction order is for tying up reinforcing bar-formwork supporting plate-water concrete-form removal, the method that bean column node formwork the most often uses in construction is the temporarily in bulk of scene, easily there is the deviation in size in such way, very inconvenient to the adjustment of the cleaning of inner foreign material, whole stirrup.The appearance of prefabricated units has brought batch production into building field, shortens the construction period, but the connection effect of bean column node is difficult to reach cast-in-place degree, affects the anti-seismic performance of total;
Utility model content
For the technical problem that existing building field exists, the utility model is intended to propose a kind of integrated bean column node formwork structure.This stay in place formwork and finishing integration, make traditional reinforced concrete frame structure cast-in-site working procedure simplify, save material, shorten the duration; Solve between prefabricated units and connect weak problem, make prefabricated units again be applied to building field, architectural engineering technology is advanced to industrialization mode; The colligation order of bondbeam Column border node stirrup and vertical muscle, changes interim for tradition mode in bulk into customization assembly type, solves the problem that dimensional errors is large, dismounting is wasted time and energy.
The utility model proposes a kind of integrated bean column node formwork structure, its technical scheme is as follows:
Integration bean column node formwork structure, comprises the prefabricated column template, beam forms, the gusset template that are integrated; And described column template, beam forms, gusset template are combined into the integrative-structure of free removal with the bulk junction of slab column after pouring.
Described beam forms is identical with gusset form height, for framework deck-molding deducts slab thickness.
Described column template element length scope 300mm-800mm.
Described column template, beam forms, gusset template are made by structure of thin-wall case, and described thin wall thickness is 10 ~ 20mm, and volume is little, lightweight, and type of attachment is simple, and use flexibly, highly versatile, can be processed into the forming template structure of all size; Described column template, beam forms, gusset template and concrete contact surface do interface processing, its processing mode for concrete contact surface on groove or convex stupefied is set, strengthen with concrete adhesion stress; The lateral surface of described structure of thin-wall case does smooth treatment, is beneficial to the later stage to plaster.
Integration bean column node formwork structure, comprise prefabricated and the column template of combination forming, beam forms, gusset template, described column template, beam forms, gusset template adopt concavo-convex tongue and groove form to splice, and described column template, beam forms, gusset template are combined into the integrative-structure of free removal with the bulk junction of slab column after pouring.
Described beam forms is identical with gusset form height, for framework deck-molding deducts slab thickness.
Described column template element length scope 300mm-800mm.
Described tongue and groove form can be rectangle, zigzag, dislocation spill, inclined-plane shape, and convex tongue and groove size and spill tongue and groove size match.
Described column template, beam forms, gusset template are made by structure of thin-wall case, and described thin wall thickness is 10 ~ 20mm, and volume is little, lightweight, and type of attachment is simple, and use flexibly, highly versatile, can be processed into the forming template structure of all size; Do interface processing with concrete contact surface, its processing mode, for arranging groove or convex stupefied, strengthens and concrete adhesion stress; The lateral surface of described structure of thin-wall case is smooth, is beneficial to the later stage to plaster.
The utility model is created compared with prior art, the advantage had and good effect;
1) after fluid concrete, the bulk junction of non-dismantling formwork shell structure and slab column is closed as a whole, eliminates form removal operation, simplifies difficulty of construction, the reduction of erection time, reduces construction costs and security risk coefficient; Shell structure wall is very thin, does not occupy usage space, saves finishing material.
2) technology of designing and constructing is simple, is easy to large scale application.Do not change the load-carrying members form of framework (frame is cut) structure, existing code requirement is still continued to use in slab column and shear walls design construction.
3) customizing assembly type bean column node template can carry out prefabricated in factory, and size Control is more accurate, and component workmanship is guaranteed, with site operation parallel operations, and accelerating construction progress.
4) bean column node connection compares traditional precast beam sheet-pile concatenation construction method more firmly, and bean column node transmission force property improves, and frame construction globality is strong, and anti-seismic performance is secure.
Accompanying drawing explanation
Fig. 1 is the integrated bean column node formwork structure schematic perspective view of the utility model embodiment;
Fig. 2 is the bean column node formwork structure floor map of the present embodiment;
Fig. 3 is the Web beam Column border node formwork structure schematic perspective view of the present embodiment;
Fig. 4 is the column template structural upright schematic diagram of the present embodiment;
Fig. 5 is the beam forms structural upright schematic diagram of the present embodiment;
Fig. 6 is the gusset formwork structure schematic perspective view of the present embodiment;
Fig. 7 is beam and the beam-cylinder joint formwork structure schematic perspective view of the present embodiment.
11-tongue and groove in figure; 31-beam forms; 32-column template; 33-gusset template
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in detail:
Embodiment 1
Integration bean column node formwork structure, comprises the prefabricated column template 32, beam forms 31, the gusset template 33 that are integrated; And described column template 32, beam forms 31, gusset template 33 are integrated with the bulk junction of slab column after pouring concrete, do not remove.
After fluid concrete, the bulk junction of non-dismantling formwork shell structure and slab column is closed as a whole, eliminates form removal operation, simplifies difficulty of construction, the reduction of erection time, reduces construction costs and security risk coefficient; Shell structure wall is very thin, increases usage space, saves finishing material.
Described beam forms 31 is highly identical with gusset template 33, for framework deck-molding deducts slab thickness,
Described column template 32 element length scope 300mm-800mm;
Described column template 32, beam forms 31, gusset template 33 are made by structure of thin-wall case, and described thin wall thickness is 10-20mm, and volume is little, lightweight, and type of attachment is simple, and use flexibly, highly versatile, can be processed into the forming template structure of all size; Do interface processing with concrete contact surface in described column template 32, beam forms 31, gusset template 33, its processing mode for concrete contact surface on groove or convex stupefied is set, strengthen with concrete adhesion stress; The lateral surface of described thin wall does smooth treatment, is beneficial to the later stage to plaster.
Embodiment 2
Integration bean column node formwork structure, comprise prefabricated and the column template 32 of combination forming, beam forms 31, gusset template 33, described column template 32, beam forms 31, gusset template 33 adopt concavo-convex tongue and groove 11 form to splice, and column template 32, beam forms 31, gusset template 33 are integrated with the bulk junction of slab column after pouring, and do not remove.
After fluid concrete, the body of non-dismantling formwork shell structure and slab column holds together, and eliminates form removal operation, simplifies difficulty of construction, the reduction of erection time, reduces construction costs and security risk coefficient; Shell structure wall is very thin, increases usage space, saves finishing material.
Customization assembly type bean column node template can be carried out prefabricated in factory, and size Control is more accurate, and component workmanship is guaranteed, with site operation parallel operations, and accelerating construction progress.
Described beam forms 31 is highly identical with gusset template 33, for framework deck-molding deducts slab thickness,
Described column template 32 element length scope 300mm-800mm;
Tongue and groove 11 form can be rectangle, zigzag, dislocation spill, inclined-plane shape, and convex tongue and groove size and spill tongue and groove size match.Bean column node connects compares traditional precast beam sheet-pile concatenation construction method more firmly, and bean column node transmission force property improves, and frame construction globality is strong, and anti-seismic performance is secure.
Described column template 32, beam forms 31, gusset template 33 are made by structure of thin-wall case, and described thin wall thickness is 10-20mm, and volume is little, lightweight, and type of attachment is simple, and use flexibly, highly versatile, can be processed into the forming template structure of all size; Do interface processing with concrete contact surface, its processing mode, for arranging groove or convex stupefied, strengthens and concrete adhesion stress; The lateral surface of described thin wall is smooth, is beneficial to the later stage to plaster.
Above-mentioned construction technology is simple, is easy to large scale application.Do not change the load-carrying members form of framework (frame is cut) structure, existing code requirement is still continued to use in slab column and shear walls design construction.
By reference to the accompanying drawings detailed description of the invention of the present utility model is described although above-mentioned; but the restriction not to the utility model protection domain; one of ordinary skill in the art should be understood that; on the basis of the technical solution of the utility model, those skilled in the art do not need to pay various amendment or distortion that creative work can make still within protection domain of the present utility model.
By reference to the accompanying drawings detailed description of the invention of the present utility model is described although above-mentioned; but the restriction not to the utility model protection domain; one of ordinary skill in the art should be understood that; on the basis of the technical solution of the utility model, those skilled in the art do not need to pay various amendment or distortion that creative work can make still within protection domain of the present utility model.
Claims (10)
1. integrated bean column node formwork structure, is characterized in that: comprise the prefabricated column template, beam forms, the gusset template that are integrated; And described column template, beam forms, gusset template are combined into the integrative-structure of free removal with the bulk junction of slab column after pouring.
2. integrated bean column node formwork structure as claimed in claim 1, is characterized in that: described beam forms is identical with gusset form height, for framework deck-molding deducts slab thickness.
3. integrated bean column node formwork structure as claimed in claim 1, is characterized in that: described column template element length scope 300mm-800mm.
4. integrated bean column node formwork structure as claimed in claim 1, it is characterized in that: described column template, beam forms, gusset template are made by structure of thin-wall case, described thin wall thickness is 10 ~ 20mm.
5. integrated bean column node formwork structure as claimed in claim 1, is characterized in that: do interface processing with concrete contact surface in described column template, beam forms, gusset template, and its processing mode is arrange the groove or convex stupefied strengthened with concrete adhesion stress; The lateral surface of described column template, beam forms, gusset template does smooth treatment.
6. integrated bean column node formwork structure, it is characterized in that: comprise prefabricated and the column template of combination forming, beam forms, gusset template, described column template, beam forms, gusset template adopt concavo-convex tongue and groove form to splice, and described column template, beam forms, gusset template are the integrative-structure of free removal with the body of slab column after pouring.
7. integrated bean column node formwork structure as claimed in claim 6, is characterized in that: described beam forms is identical with gusset form height, for framework deck-molding deducts slab thickness.
8. integrated bean column node formwork structure as claimed in claim 6, is characterized in that: described column template element length scope 300mm-800mm.
9. integrated bean column node formwork structure as claimed in claim 6, is characterized in that: described tongue and groove form is rectangle, zigzag, dislocation spill, inclined-plane shape, and convex tongue and groove size and spill tongue and groove size match.
10. integrated bean column node formwork structure as claimed in claim 6, it is characterized in that: described column template, beam forms, gusset template are made by structure of thin-wall case, described thin wall thickness is 10-20mm; And do interface processing with concrete contact surface in column template, beam forms, gusset template, its processing mode is arrange the groove or convex stupefied strengthened with concrete adhesion stress; The lateral surface of described column template, beam forms, gusset template does smooth treatment.
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| CN201520053710.0U CN204435542U (en) | 2015-01-26 | 2015-01-26 | Integration bean column node formwork structure |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105386521A (en) * | 2015-11-26 | 2016-03-09 | 孙本新 | Beam-column module capable of being assembled into building frame |
| CN106760506A (en) * | 2016-12-30 | 2017-05-31 | 广东锐强数字化建筑塑料模板有限公司 | A kind of plastic building column template and its making packaging technology |
| CN107165273A (en) * | 2017-07-07 | 2017-09-15 | 中北大学 | A kind of assembled beam-column Joint design method of explosion-proof protecting against shock |
| CN107401249A (en) * | 2017-09-26 | 2017-11-28 | 陈先海 | Building precast template and building |
| CN108930289A (en) * | 2018-06-29 | 2018-12-04 | 浙江省建设投资集团股份有限公司 | A kind of prefabricated assembled fetal membrane and its construction method |
| CN110067383A (en) * | 2019-04-19 | 2019-07-30 | 侯乾隆 | A kind of construction beam column concreting compact-type Combined formwork |
| CN110847591A (en) * | 2019-08-17 | 2020-02-28 | 赵克勤 | Square ridge type edge modular male and female template system |
| CN111827673A (en) * | 2020-07-20 | 2020-10-27 | 中国矿业大学(北京) | ECC (error correction code) enhanced coal gangue concrete beam column joint template and application thereof |
| CN115839170A (en) * | 2022-10-14 | 2023-03-24 | 聊城职业技术学院 | Socket self-supporting integral steel formwork system of module frame full cast-in-place building and building method |
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2015
- 2015-01-26 CN CN201520053710.0U patent/CN204435542U/en active Active
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105386521B (en) * | 2015-11-26 | 2017-09-22 | 孙本新 | The beam and post module for building frame can be assembled |
| CN105386521A (en) * | 2015-11-26 | 2016-03-09 | 孙本新 | Beam-column module capable of being assembled into building frame |
| CN106760506A (en) * | 2016-12-30 | 2017-05-31 | 广东锐强数字化建筑塑料模板有限公司 | A kind of plastic building column template and its making packaging technology |
| CN107165273B (en) * | 2017-07-07 | 2019-01-25 | 中北大学 | A kind of assembled beam-column joint construction method of explosion-proof protecting against shock |
| CN107165273A (en) * | 2017-07-07 | 2017-09-15 | 中北大学 | A kind of assembled beam-column Joint design method of explosion-proof protecting against shock |
| CN107401249A (en) * | 2017-09-26 | 2017-11-28 | 陈先海 | Building precast template and building |
| CN108930289A (en) * | 2018-06-29 | 2018-12-04 | 浙江省建设投资集团股份有限公司 | A kind of prefabricated assembled fetal membrane and its construction method |
| CN110067383A (en) * | 2019-04-19 | 2019-07-30 | 侯乾隆 | A kind of construction beam column concreting compact-type Combined formwork |
| CN110067383B (en) * | 2019-04-19 | 2021-03-30 | 侯乾隆 | Closely knit type composite form of construction beam column concrete placement |
| CN110847591A (en) * | 2019-08-17 | 2020-02-28 | 赵克勤 | Square ridge type edge modular male and female template system |
| CN111827673A (en) * | 2020-07-20 | 2020-10-27 | 中国矿业大学(北京) | ECC (error correction code) enhanced coal gangue concrete beam column joint template and application thereof |
| CN111827673B (en) * | 2020-07-20 | 2021-08-03 | 中国矿业大学(北京) | ECC (error correction code) enhanced coal gangue concrete beam column joint template and application thereof |
| CN115839170A (en) * | 2022-10-14 | 2023-03-24 | 聊城职业技术学院 | Socket self-supporting integral steel formwork system of module frame full cast-in-place building and building method |
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