CN207332309U - A kind of support shuttering of post-cast strip - Google Patents
A kind of support shuttering of post-cast strip Download PDFInfo
- Publication number
- CN207332309U CN207332309U CN201721322972.8U CN201721322972U CN207332309U CN 207332309 U CN207332309 U CN 207332309U CN 201721322972 U CN201721322972 U CN 201721322972U CN 207332309 U CN207332309 U CN 207332309U
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- CN
- China
- Prior art keywords
- post
- support
- cast strip
- jacking
- plane template
- Prior art date
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- 238000009416 shuttering Methods 0.000 title claims abstract description 19
- 229910000838 Al alloy Inorganic materials 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 19
- 239000004567 concrete Substances 0.000 description 9
- 230000002028 premature Effects 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 5
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000000758 substrate Substances 0.000 description 2
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of support shuttering of post-cast strip, including plane template and support component, the support component includes at least two jacking and supporting rod, at least two jacking is respectively arranged on the both sides of the plane template and is detachably connected with plane template, the upper surface of the jacking is concordant with the upper surface of the plane template, and at least two supporting rods support at least two jacking respectively.The late poured band support template of the utility model includes a set of post-cast strip private use plane template and more set support components, compared to traditional wooden model, reduces template and human input, improves construction efficiency.
Description
Technical field
Technical field of buildings is the utility model is related to, more particularly to a kind of support shuttering of post-cast strip.
Background technology
It is to prevent monolithic reinforced concrete structure since autogenous shrinkage is uneven or settles not in construction that post-cast strip, which is,
Issuable harmful cracks, according to design or job specfication requirement, stay what is set to face in sole plate, wall, beam relevant position
When construction joint.
If structure is temporarily divided into stem portion by post-cast strip, shunk by component inside, poured again after some time and smash this
Structure, is linked to be overall area by construction joint concrete.Unit in charge of construction generally uses wooden model system or pure wooden model under the prior art
Support system pours post-cast strip, in order to ensure construction quality, it is necessary to ability form removal after the completion of post empiricism is waited,
Therefore need that substantial amounts of template is lost, it is of high cost, do not meet the theme of today's society low-carbon environment-friendly yet.
Utility model content
Technical problem to be solved in the utility model is：A kind of template less investment is provided, construction efficiency it is high and save into
The support shuttering of this post-cast strip.
In order to solve the above-mentioned technical problem, the technical solution adopted in the utility model is：
A kind of support shuttering of post-cast strip, including plane template and support component, the support component include at least two
Jacking and supporting rod, at least two jacking is respectively arranged on the both sides of the plane template and detachably connects with plane template
Connect, the upper surface of the jacking is concordant with the upper surface of the plane template, and at least two supporting rods support at least respectively
The jacking of two.
Further, the plane template and the material of support component are respectively aluminium alloy.
Further, the supporting rod has the hollow structure of opening for top.
Further, the jacking is made of planar support plate and mandril, one end of the mandril and the planar support plate
Bottom is connected, and the other end of the mandril is arranged in the supporting rod.
Further, between at least two supporting rod be smaller than be equal to 1.3m.
The beneficial effects of the utility model are：During construction, the concrete structure beyond post-cast strip is poured first,
Remove the support shuttering of other concrete structures after the completion of pouring, and can premature removal post-cast strip plane template and only retain
Support component, support component continues to support the cantilevered structure of post-cast strip both sides, then post-cast strip is poured, and premature removal is put down
Face die plate can be used for pouring for other job location post-cast strips.Therefore needed relative to wooden model system using more set templates and branch
Support system, this programme only need a set of post-cast strip private use plane template and more set support components, reduce template and human input, improve
Construction efficiency.
Brief description of the drawings
Fig. 1 is the front view of the support shuttering of the post-cast strip of the utility model embodiment.
Label declaration：
1st, plane template；2nd, support component；21st, supporting rod；22nd, jacking；221st, planar support plate；
222nd, mandril；3rd, post-cast strip；4th, concrete substrate.
Embodiment
To describe the technology contents of the utility model, the objects and the effects in detail, below in conjunction with embodiment and match somebody with somebody
Attached drawing is closed to be explained.
The design of the utility model most critical is：Jacking supports the cantilevered structure of post-cast strip both sides, ensures plane template
It can reduce template input with premature removal, reduce construction cost.
It refer to Fig. 1, a kind of support shuttering of post-cast strip, including plane template 1 and support component 2, the support component 2
Including at least two jacking 22 and supporting rod 21, at least two jacking 22 be respectively arranged on the both sides of the plane template 1 and
It is detachably connected with plane template 1, the upper surface of the jacking 22 is concordant with the upper surface of the plane template 1, and at least two
The supporting rod 21 supports at least two jacking 22 respectively.
As can be seen from the above description, the beneficial effects of the utility model are：During construction, first to the coagulation beyond post-cast strip
Soil structure is poured, remove the support shuttering of other concrete structures after the completion of pouring, and can premature removal post-cast strip
Plane template and only retain support component, support component continue support post-cast strip both sides cantilevered structure, then to post-cast strip carry out
Pour, the plane template of premature removal can be used for pouring for other job location post-cast strips.Therefore needed relative to wooden model system
More set templates and support system are used, this programme only needs a set of post-cast strip private use plane template and more set support components, reduces
Template and human input, improve construction efficiency.
Further, the plane template 1 and the material of support component 2 are respectively aluminium alloy.
Seen from the above description, the stability of aluminium alloy is good, high capacity, reuses often, and average unit cost is low.
Further, the supporting rod 21 has the hollow structure of opening for top.
Seen from the above description, hollow supporting rod 21 saves raw material, lighter in weight and is easily portable.
Further, the jacking 22 is made of planar support plate 221 and mandril 222, one end of the mandril 222 with it is described
The bottom of planar support plate 221 is connected, and the other end of the mandril 222 is arranged in the supporting rod 21.
Seen from the above description, mandril 222 is arranged in hollow supporting rod 21, convenient for disassembly and assembly.
Further, between at least two supporting rod 21 be smaller than be equal to 1.3m.
Seen from the above description, the less supporting rod 21 of spacing can preferably support the concrete structure of post-cast strip 3 with
The cantilevered structure of 3 both sides of post-cast strip.
Fig. 1 is refer to, the embodiment one of the utility model is：
A kind of support shuttering of post-cast strip, including plane template 1 and support component 2, the plane template 1 and support component
2 material is respectively aluminium alloy.The support component 2 includes at least two jacking 22 and supporting rod 21, the supporting rod 21
There is the hollow structure of opening for top.The jacking 22 is made of planar support plate 221 and mandril 222, and the one of the mandril 222
End is connected with the bottom of the planar support plate 221, and the other end of the mandril 222 is arranged in the supporting rod 21.At least two
Jacking 22 be respectively arranged on the both sides of the plane template 1 and be detachably connected with plane template 1, the planar support plate 221
Upper surface is concordant with the upper surface of the plane template 1.It is smaller than being equal between at least two supporting rod 21
1.3m。
During the utility model embodiment Specific construction, the jacking 22 is to be used to support post-cast strip both sides molding mixed
Solidifying soil matrix material 4, concrete substrate 4 herein can be flooring or beam.
At practice of construction scene, the tricks of support component 2 for post-cast strip pour number of days divided by 5 (in construction general five days it is complete
Into pouring for one layer of post-cast strip), and whole major project is using single upright bar support technology, the same full hall frame for comparing wooden model, more
Construction efficiency can be improved.
In conclusion the utility model provides a kind of template less investment, the high and cost-effective post-cast strip of construction efficiency
Support shuttering.During the support shuttering construction of the utility model, the concrete structure beyond post-cast strip is poured first, is poured
Technology implementation is early torn open using aluminum alloy pattern plate early to tear open, first remove the support shuttering of other concrete structures, and can shift to an earlier date after the completion of building
To remove the plane template of post-cast strip and only retain support component, support component continues to support the cantilevered structure of post-cast strip both sides, then
Post-cast strip is poured, the plane template of premature removal can be used for pouring for other job location post-cast strips.Therefore it is opposite
Needed in wooden model system using more set templates and support system, this programme only needs a set of post-cast strip private use plane template and more set branch
Support component, reduces template and human input, improves construction efficiency.
The above description is only the embodiments of the present invention, and it does not limit the scope of the patent of the present invention, every
Equivalents made based on the specification and figures of the utility model, are directly or indirectly used in relevant technology neck
Domain, is equally included in the patent within the scope of the utility model.
Claims (5)
1. a kind of support shuttering of post-cast strip, including plane template and support component, it is characterised in that the support component includes
At least two jacking and supporting rod, at least two jacking are respectively arranged on the both sides of the plane template and can with plane template
Dismantling connection, the upper surface of the jacking is concordant with the upper surface of the plane template, and at least two supporting rods prop up respectively
The jacking of support at least two.
2. the support shuttering of post-cast strip according to claim 1, it is characterised in that the plane template and support component
Material is respectively aluminium alloy.
3. the support shuttering of post-cast strip according to claim 1, it is characterised in that the supporting rod has opening for top
Hollow structure.
4. the support shuttering of post-cast strip according to claim 3, it is characterised in that the jacking is by planar support plate and mandril
Composition, one end of the mandril are connected with the bottom of the planar support plate, and the other end of the mandril is sheathed on the supporting rod
It is interior.
5. the support shuttering of post-cast strip according to claim 1, it is characterised in that between at least two supporting rod
Be smaller than or equal to 1.3m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721322972.8U CN207332309U (en) | 2017-10-13 | 2017-10-13 | A kind of support shuttering of post-cast strip |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721322972.8U CN207332309U (en) | 2017-10-13 | 2017-10-13 | A kind of support shuttering of post-cast strip |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207332309U true CN207332309U (en) | 2018-05-08 |
Family
ID=62368459
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721322972.8U Active CN207332309U (en) | 2017-10-13 | 2017-10-13 | A kind of support shuttering of post-cast strip |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207332309U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661313A (en) * | 2018-08-15 | 2018-10-16 | 哈尔滨学院 | A kind of cast-in-place linkage section mould plate supporting device of tool-type concrete folding plate |
| CN110242040A (en) * | 2019-07-08 | 2019-09-17 | 中信国安建工集团有限公司 | Construction method based on building post-cast strip |
| CN116201351A (en) * | 2023-03-01 | 2023-06-02 | 中国建筑第四工程局有限公司 | Assembled reinforced concrete post-pouring strip template supporting system |
-
2017
- 2017-10-13 CN CN201721322972.8U patent/CN207332309U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661313A (en) * | 2018-08-15 | 2018-10-16 | 哈尔滨学院 | A kind of cast-in-place linkage section mould plate supporting device of tool-type concrete folding plate |
| CN110242040A (en) * | 2019-07-08 | 2019-09-17 | 中信国安建工集团有限公司 | Construction method based on building post-cast strip |
| CN116201351A (en) * | 2023-03-01 | 2023-06-02 | 中国建筑第四工程局有限公司 | Assembled reinforced concrete post-pouring strip template supporting system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200610 Address after: 350000 Fujian Fuzhou high tech Zone Haixi science and Technology East Road universal R & D center 8 layers Patentee after: CHINALCO NANPING ALUMINIUM (FUJIAN) ALUMINUM STRUCTURE TECHNOLOGY DEVELOPMENT Co.,Ltd. Address before: Nanping City, Fujian province 353099 Yanping District Industrial Road No. 91 Patentee before: FUJIAN NANLYU ALUMINUM MOLD TECHNOLOGY Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 350000 8 / F, universal R & D center, science and Technology East Road, haixiyuan, high tech Zone, Fuzhou City, Fujian Province Patentee after: Fujian Southern Aluminum Structure Technology Co.,Ltd. Address before: 350000 8 / F, universal R & D center, science and Technology East Road, haixiyuan, high tech Zone, Fuzhou City, Fujian Province Patentee before: CHINALCO NANPING ALUMINIUM (FUJIAN) ALUMINUM STRUCTURE TECHNOLOGY DEVELOPMENT Co.,Ltd. |