CN203876035U - Precast reinforced concrete hollow column template - Google Patents
Precast reinforced concrete hollow column template Download PDFInfo
- Publication number
- CN203876035U CN203876035U CN201420056942.7U CN201420056942U CN203876035U CN 203876035 U CN203876035 U CN 203876035U CN 201420056942 U CN201420056942 U CN 201420056942U CN 203876035 U CN203876035 U CN 203876035U
- Authority
- CN
- China
- Prior art keywords
- column template
- reinforced concrete
- open tubular
- tubular column
- prefabricated reinforced
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model provides a precast reinforced concrete hollow column template comprising a plurality of stirrups. A hollow tunnel vertically passes through the interior of the hollow column template; and a part of stirrups passes through the hollow tunnel. The precast column template can be used for manufacturing of various reinforced concrete columns and is applicable for various engineering structures.
Description
Technical field
The utility model belongs to Architectural Construction and Material Field, relates to a kind of template for building structure, relates in particular to prefabricated reinforced concrete open tubular column template.
Background technology
In tradition structure of reinforced concrete, need a large amount of form work engineerings.Form work engineering is made complicated, and practitioner's quality, construction environment etc. are very large on construction quality impact, bring the construction quality problems such as the mould that rises, spillage; As the intermediate link of work progress, consume a large amount of human and material resources and time, the surface of concrete structure technique such as plaster of still needing after form removal.
Change the status quo, should reduce the form work engineering amount of job site.In prior art, have the prefabricated reinforced concrete of employing open tubular column template to make reinforced column, this column template inside is provided with the one or more hollow duct of running through along the longitudinal; Although adopt this technology to reduce the form work engineering amount of job site, the rear pouring concrete in pillar is separated by the precast concrete between hollow duct, affects the globality of pillar, and then affects its stress performance.
Summary of the invention
The utility model provides a kind of prefabricated reinforced concrete open tubular column template, the template consumption that can reduce reinforced column, improves construction quality, strengthens and builds the concrete globality in template, improve the stress performance of pillar, and then improve integrally-built performance.
The prefabricated reinforced concrete open tubular column template-setup the utility model proposes has many limbs stirrup, and its inside is provided with a hollow duct of longitudinally running through, and part stirrup is through described hollow duct.Stirrup by outer wall drawknot together, improves the Rigidity and strength of outer wall, and strengthens outer wall precast concrete and the globality of building the rear pouring concrete in column template.The thickness of column template outer wall requires to determine according to making, construction, stressed etc.
The prefabricated reinforced concrete open tubular column template outer wall split bolt hole the utility model proposes, by arranging the mould that rises when split bolt can prevent in column template casting concrete.
The cross-sectional profile of the prefabricated reinforced concrete open tubular column template the utility model proposes is square circular or L shaped or T shape or cross or polygon etc.
In the prefabricated reinforced concrete open tubular column template the utility model proposes, the drift angle in hollow duct is arc chord angle or chamfering.
The surface in the hollow duct of the prefabricated reinforced concrete open tubular column template the utility model proposes is matsurface, can increase the globality between precast concrete and rear pouring concrete.
In the prefabricated reinforced concrete open tubular column template outer wall that invention proposes, vertical muscle is set.
The preparation method of prefabricated reinforced concrete open tubular column template, comprises the following steps:
(1) column template that assembling is comprised of external mold and a plurality of internal mold, configuration stirrup and vertical muscle; Described internal mold comprises the rigid member at center and the flexible piece of parcel rigid member, is arranged in the region that stirrup surrounds; Stirrup through hollow duct is divided into several regions by pillar, and an internal mold is set in each region, and each internal mold fits together.Can the good stirrup of first colligation and vertical muscle, then internal mold is penetrated to the region that stirrup surrounds; Described rigid member adopts metal or fibre reinforced composites or timber etc. to make, and described flexible piece adopts rubber to make; .
(2) in the space forming at column template, inject concrete, vibration compacting; .
(3) before concrete final set or extract the rigid member of internal mold after final set out, then the flexible piece of extracting internal mold out forms hollow duct; .
(4) remove external mold and form prefabricated reinforced concrete open tubular column template.
Feature of the present utility model and effect comprise:.
(1) prefabricated reinforced concrete open tubular column template of the present utility model is that batch production is produced, and production efficiency is high, quality good, significantly reduce work on the spot amount, can improve the industrialized level of building structure, and saving resource, the energy, be conducive to sustainable development.
(2) adopt prefabricated reinforced concrete open tubular column template of the present utility model can significantly reduce the labour intensity of job site, minimizing time and manpower consumption.The all or part of reinforcing bar of post is placed in prefabricated reinforced concrete open tubular column template, significantly reduces the workload of job site; Column template can greatly reduce the workload of job site template, support; The outside flatness of column template is good, and the construction quality of pillar easily guarantees, and can cancel post surface plastering etc.
(3) lateral tie of prefabricated reinforced concrete open tubular column template of the present utility model, through hollow duct, can improve the strength and stiffness of column template, strengthens outer wall precast concrete and the globality of building the rear pouring concrete in column template; Rear pouring concrete in column template is an integral body, the pillar good integrity of making.
Accompanying drawing explanation
Fig. 1 is a kind of embodiment schematic diagram of the utility model prefabricated reinforced concrete open tubular column template.
Fig. 2 is the schematic cross-section of a kind of embodiment of the utility model prefabricated reinforced concrete open tubular column template.
Fig. 3 is the schematic cross-section of the another kind of embodiment of the utility model prefabricated reinforced concrete open tubular column template.
Fig. 4 is the another kind of embodiment schematic diagram of the utility model prefabricated reinforced concrete open tubular column template.
Fig. 5 is the schematic diagram of the another kind of embodiment of the utility model prefabricated reinforced concrete open tubular column template.
Fig. 6 is the schematic diagram of the another kind of embodiment of the utility model prefabricated reinforced concrete open tubular column template.
Fig. 7 is the schematic diagram of the another kind of embodiment of the utility model prefabricated reinforced concrete open tubular column template.
Fig. 8 is the schematic diagram of the another kind of embodiment of the utility model prefabricated reinforced concrete open tubular column template.
Fig. 9 is the schematic diagram of the another kind of embodiment of the utility model prefabricated reinforced concrete open tubular column template.
Figure 10 makes the internal mold schematic diagram that the utility model prefabricated reinforced concrete open tubular column template adopts.
Figure 11 is the A-A schematic cross-section in Figure 10.
Mark implication in accompanying drawing is: the flexible piece of rigid member 7 internal molds of the 1 hollow duct of open tubular column template 23 stirrup 4 vertical muscle 5 split bolt hole 6 internal molds.
The specific embodiment
Below in conjunction with drawings and Examples, the prefabricated reinforced concrete open tubular column template the utility model proposes is described in detail.
In a kind of embodiment of the prefabricated reinforced concrete open tubular column template the utility model proposes, as Fig. 1, described open tubular column template 1 inside is provided with a hollow duct 2 of longitudinally running through; Open tubular column template 1 has configured stirrup 3, and part stirrup 3 is through described hollow duct 2.In hollow duct 2, the stirrup of a direction has two limbs, as Fig. 2, or a limb, as Fig. 3, or other situations.The outer wall thickness of open tubular column template requires to determine according to making, construction, stressed etc.In Fig. 1, dash area is cutting plane.
In the another kind of embodiment of the prefabricated reinforced concrete open tubular column template the utility model proposes, as Fig. 4, open tubular column template 1 outer wall is provided with split bolt hole 5; Split bolt can be set when casting concrete and prevent the mould that rises.
In a kind of embodiment of the prefabricated reinforced concrete open tubular column template the utility model proposes, the cross-sectional profile of column template is square, as Fig. 1; Or be circular, as Fig. 5; Or be L shaped, as Fig. 7, Fig. 9; Or be T shape, as Fig. 8; Or be cross etc.2 cross sections, hollow duct can be square, as Fig. 1; Or be circular, as Fig. 5 or Fig. 6.When hollow duct 2 is circle, can adopt centrifugal process to make.
A kind of preparation method of prefabricated reinforced concrete open tubular column template, comprises the following steps:.
(1) column template that assembling is comprised of external mold and a plurality of internal mold, configuration stirrup and vertical muscle; Described internal mold comprises the rigid member at center and the flexible piece of parcel rigid member, is arranged in the region that stirrup surrounds; Many limbs stirrup is divided into several regions by pillar, and an internal mold is set in each region, and internal mold fits together.Can the good stirrup of first colligation and vertical muscle, then internal mold is penetrated to the region that stirrup surrounds; Described rigid member adopts metal or fibre reinforced composites or timber to make, and described flexible piece adopts rubber to make.As shown in Figure 10, Figure 11, internal mold comprises rigid member 6 to an embodiment of internal mold, flexible piece 7.
(2) in the space forming at column template, inject concrete, vibration compacting.
(3) before concrete final set or extract the rigid member of internal mold after final set out, then the flexible piece of extracting internal mold out forms hollow duct.
(4) remove external mold and form prefabricated reinforced concrete open tubular column template.
Claims (6)
1. a prefabricated reinforced concrete open tubular column template, described column template is provided with many limbs stirrup, and its inside is provided with a hollow duct of longitudinally running through, and it is characterized in that, and part stirrup is through described hollow duct.
2. prefabricated reinforced concrete open tubular column template according to claim 1, is characterized in that, described column template outer wall is provided with split bolt hole.
3. prefabricated reinforced concrete open tubular column template according to claim 1, is characterized in that, described column template cross-sectional profile is square circular or L shaped or T shape or cross or polygon.
4. prefabricated reinforced concrete open tubular column template according to claim 1, is characterized in that, the drift angle in described hollow duct is arc chord angle or chamfering.
5. prefabricated reinforced concrete open tubular column template according to claim 1, is characterized in that, the surface in described hollow duct is matsurface.
6. prefabricated reinforced concrete open tubular column template according to claim 1, is characterized in that, in described column template wall, vertical muscle is set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420056942.7U CN203876035U (en) | 2014-01-29 | 2014-01-29 | Precast reinforced concrete hollow column template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420056942.7U CN203876035U (en) | 2014-01-29 | 2014-01-29 | Precast reinforced concrete hollow column template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203876035U true CN203876035U (en) | 2014-10-15 |
Family
ID=51676577
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420056942.7U Expired - Fee Related CN203876035U (en) | 2014-01-29 | 2014-01-29 | Precast reinforced concrete hollow column template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203876035U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103737718A (en) * | 2014-01-29 | 2014-04-23 | 初明进 | Prefabricated reinforced concrete hollow column template and making method thereof |
| CN107288261A (en) * | 2017-07-03 | 2017-10-24 | 广州容联建筑科技有限公司 | A kind of construction method of reinforced column cavity |
| CN110984471A (en) * | 2019-12-06 | 2020-04-10 | 北京工业大学 | Semi-prefabricated reinforced concrete column with shear keys and construction method thereof |
-
2014
- 2014-01-29 CN CN201420056942.7U patent/CN203876035U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103737718A (en) * | 2014-01-29 | 2014-04-23 | 初明进 | Prefabricated reinforced concrete hollow column template and making method thereof |
| CN103737718B (en) * | 2014-01-29 | 2016-08-03 | 初明进 | Prefabricated reinforced concrete hollow column template and preparation method thereof |
| CN107288261A (en) * | 2017-07-03 | 2017-10-24 | 广州容联建筑科技有限公司 | A kind of construction method of reinforced column cavity |
| CN110984471A (en) * | 2019-12-06 | 2020-04-10 | 北京工业大学 | Semi-prefabricated reinforced concrete column with shear keys and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105155683A (en) | Prefabricated beam-column connection in prefabricated concrete buildings and construction method thereof | |
| CN103737718A (en) | Prefabricated reinforced concrete hollow column template and making method thereof | |
| CN102061743A (en) | Frame-shear wall structure building of dismantling-free prefabricated reinforced concrete formwork and construction method thereof | |
| CN101985856A (en) | Removal-free prefabricated reinforced concrete template with cross holes inside and manufacturing method thereof | |
| CN201972393U (en) | Dismantling-free precast reinforced concrete template with crossed holes inside | |
| CN107806006B (en) | Raw bamboo-concrete combined bridge and manufacturing method thereof | |
| CN204850069U (en) | Prefabricated beam column connected node among assembled concrete building | |
| CN203876035U (en) | Precast reinforced concrete hollow column template | |
| CN103741883B (en) | Prefabricated reinforced concrete column template and preparation method thereof | |
| CN101812882B (en) | Concrete shear wall with once-molded filling wall and manufacturing method thereof | |
| CN104805960A (en) | Mould-stripping-free concrete beam and construction method thereof | |
| CN204475850U (en) | Clear-water concrete balcony template | |
| CN203393880U (en) | Enhanced type reinforced concrete laminated floor slab | |
| CN203684529U (en) | Precast reinforced concrete column template | |
| CN203846660U (en) | Prefabricated assembled type open-web net rack for reinforced concrete | |
| CN102995833A (en) | Prefabricated reinforced concrete hollow column template and manufacturing method thereof | |
| CN105350718A (en) | Reinforcement permanency beam formwork and manufacturing method for concrete structural member with shearing resistance | |
| CN203429847U (en) | Square hole ribbed support prestressed concrete composite slab | |
| CN201883677U (en) | Frame-shear wall structure building free of dismantling prefabricated reinforced concrete templates | |
| CN204899034U (en) | Prefabricated wall post | |
| CN103243691A (en) | Prefabricated steel formwork for gallery top arch of dam absorption basin | |
| CN209179203U (en) | Column and basic connection component and frame structure system | |
| CN102433993A (en) | Construction process for precast porous columns | |
| CN104975681A (en) | Reinforced concrete hollow column and construction method thereof | |
| CN202689278U (en) | Superimposed hollow slab |
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: 20141015 Termination date: 20160129 |
|
| EXPY | Termination of patent right or utility model |