CN205955184U - Hyperboloid reinforced concrete breast board single -side supporting formwork structure of being under construction - Google Patents
Hyperboloid reinforced concrete breast board single -side supporting formwork structure of being under construction Download PDFInfo
- Publication number
- CN205955184U CN205955184U CN201620911008.8U CN201620911008U CN205955184U CN 205955184 U CN205955184 U CN 205955184U CN 201620911008 U CN201620911008 U CN 201620911008U CN 205955184 U CN205955184 U CN 205955184U
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- arc
- formwork
- concrete
- breast board
- camber line
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Abstract
The utility model discloses a hyperboloid reinforced concrete breast board single -side supporting formwork structure of being under construction among the building engineering, this construction structure is by fan -shaped steel bearing structure, inboard arc formwork structure, outside arc formwork structure, breast board concrete and floor are constituteed, wherein the concrete bracer is used for the protective layer thickness of accurate control fence plate thickness and reinforcing bar, inboard arc formwork system and outside arc formwork system all are that arc formwork is formed by connecting through the blind rivet with arc wood is stupefied, the breast board curve of vertical direction is by arc formwork's curved arc line traffic control, the breast board curve of horizontal direction is by the stupefied curved arc line traffic control of arc wood, the template is at horizontal direction " with a dai qu ", form hyperboloid concrete form construction structure. The utility model discloses construct succinctly, it is reasonable to pass power, and the shaping of ability accurate control hyperboloid concrete breast board has good economic nature.
Description
Technical field
This utility model is related to reinforced concrete member template construction construction, more particularly, to hyperboloid steel in architectural engineering
Reinforced concrete breast board single side formwork constructing structure.
Background technology
At present, increasing with large public building and high-grade office building groups of building, in order to increase artistic feeling, architect is normal
The gallery of some arcs often can be designed, between connecting building thing and building, and the different spaces of interior of building.
However, the hyperboloid armored concrete breast board of gallery how precise control moulding and construction quality are a great problems,
It is the arc formwork of production unit plate that existing technology way has, and segmentation pours hyperboloid breast board.Due to the modular mould of arc
Plate pre-production, precise control moulding is difficult, and the change due to space curve, and the modular template of arc repeats beneficial to rate
Low, expense of taking a lot of work is expected.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of template in the horizontal direction " to roll over Dai Qu ", forms hyperbolic
Cavity needed for surface concrete tailgate construction, the bi-curved construction precision of control by levels, can quickly control hyperboloid moulding
And construction quality, and the hyperboloid armored concrete breast board single side formwork constructing structure of easy construction.
In order to solve above-mentioned technical problem, this utility model provides a kind of hyperboloid armored concrete breast board single side formwork
Constructing structure, this constructing structure is mixed by fan-shaped steel support structure, inner side arc formwork structure, outer arcuate formwork structure, breast board
Solidifying soil and flooring composition, described sector bracing members include rectilinear reinforcement and camber line reinforcing bar, and described camber line reinforcing bar radian is mixed with breast board
The vertical camber line of solidifying soil curved surface is consistent, described rectilinear reinforcement extension at least four coordinate points fixed arcs reinforcing bar, described inner side
Arc formwork structure is formed by connecting through the first blind rivet by the first arc formwork and the first arc wood stupefied, described first arc formwork
Bending camber line is consistent with camber line reinforcing bar radian and vertically form same camber line, and described outer arcuate template system is by second
Arc formwork is formed by connecting through the second blind rivet with the second arc wood stupefied, the bending camber line of described second arc formwork and the first arc
Template radian is consistent, and described inner side arc formwork structure, outer arcuate formwork structure and camber line reinforcing bar pass sequentially through Screw arbor with nut at both-ends
Structure fixed overlay.
Preferably, described breast board concrete is arranged between inner side arc formwork structure and outer arcuate formwork structure, institute
State breast board concrete and be coated with steel reinforcement cage, between described inner side arc formwork structure and outer arcuate formwork structure, be provided with coagulation
Native bracer, described concrete bracer extends to the first arc wood stupefied or the second arc wood stupefied, described concrete through steel reinforcement cage
Bracer is used for controlling the spacing between the first arc formwork and the second arc formwork, and vertically forms camber line.
Preferably, described second arc formwork thickness be 15～19mm, width be 200～400mm, described arc formwork by
Wood plywood is made, and described second arc wood stupefied is formed by stacking using three layers of wood plywood bar, described second arc wood stupefied
Sectional dimension THICKNESS CONTROL is 40～60mm, and width control system is 80～100mm, forms camber line in the horizontal direction.
Preferably, described first arc formwork thickness is 15～19mm, and width is 200～400mm, described first arc mould
Plate is made using wood plywood, and described first arc wood stupefied is formed by stacking using three layers of wood plywood bar, described first arc
Shape wood stupefied sectional dimension THICKNESS CONTROL is 40～60mm, and width control system is 80～100mm, forms camber line in the horizontal direction.
Preferably, described Screw arbor with nut at both-ends structure is made up of reinforcing pull rod, two claw pad sheets, locking nut and sleeve pipe.
Preferably, described concrete bracer is provided with groove, for the position of precise control steel reinforcement cage；Described concrete support
Block is made using non-fine concrete and forms the hair side with hole, described concrete bracer and breast board concrete secure bond.
After this utility model adopts said structure, its advantage is：
This constructing structure is by fan-shaped steel support structure, inner side arc formwork structure, outer arcuate formwork structure, breast board coagulation
Soil and flooring composition, described sector bracing members include rectilinear reinforcement and camber line reinforcing bar, described camber line reinforcing bar radian and breast board coagulation
The vertical camber line of native curved surface is consistent, described rectilinear reinforcement extension at least four coordinate points fixed arcs reinforcing bar, described inside arc
Shape formwork structure, outer arcuate formwork structure and camber line reinforcing bar pass sequentially through Screw arbor with nut at both-ends structure fixed overlay, fan-shaped bracing members,
Arc formwork system and concrete bracer, are controlled the vertical curve of breast board by fan-shaped bracing members, control breast board by arc wood stupefied
Level curve, and template foundation arc wood stupefied curve " to roll over Dai Qu " in the horizontal direction, form hyperbolic surface concrete breast board and apply
Cavity needed for work, the bi-curved construction precision of control by levels, can quickly control hyperboloid moulding and construction quality, and
Easy construction, saves man-hour, reduces construction costs.
The construction that this utility model is adopted, fan-shaped bracing members and arc formwork system all can easily be adjusted, and be easy to this
Construction is reused, and increased the utilization rate of material, can produce good economic benefit and social benefit.
Brief description
The hyperboloid armored concrete breast board single side formwork constructing structure generalized section that Fig. 1 this utility model adopts.
The elevational schematic view of the fan-shaped bracing members that Fig. 2 this utility model adopts.
The axle side schematic diagram of the inner side arc template system that Fig. 3 this utility model adopts.
The schematic diagram of the Screw arbor with nut at both-ends system that Fig. 4 this utility model adopts.
The axle side schematic diagram of the outer arcuate template system that Fig. 5 this utility model adopts.
The axle side schematic diagram of the concrete bracer that Fig. 6 this utility model adopts.
In figure：1- sector bracing members, 1-1- rectilinear reinforcement, 1-2- camber line reinforcing bar, arc template system inside 2-, 2-1- the
One arc formwork, 2-2- the first arc wood stupefied, 2-3- first blind rivet, 3- steel reinforcement cage, 4- Screw arbor with nut at both-ends system, 4-1- reinforcing pull rod,
4-2- two claw pad sheet, 4-3 locking nut, 4-4- sleeve pipe, 5- outer arcuate template system, 5-1- second arc formwork, 5-2-
Two arc wood stupefieds, 5-3- second blind rivet, 6- concrete bracer, 6-1- groove, 6-2- hole, 7- breast board concrete, 8- flooring.
Specific embodiment
With reference to the accompanying drawings and detailed description this utility model is described in detail it is impossible to be not understood as to this reality
With new restriction；
As shown in figures 1 to 6, a kind of hyperboloid armored concrete breast board single side formwork constructing structure, this constructing structure is by sector
Steel support structure 1, inner side arc formwork structure 2, outer arcuate formwork structure 5, breast board concrete seven and flooring 8 form, described fan
Shape bracing members 1 include rectilinear reinforcement 1-1 and camber line reinforcing bar 1-2, described camber line reinforcing bar 1-2 radian and breast board concrete seven curved surface
Vertical camber line is consistent, described rectilinear reinforcement 1-1 extension at least four coordinate points fixed arcs reinforcing bar 1-2, described inner side arc
Formwork structure 2, outer arcuate formwork structure 5 and camber line reinforcing bar 1-2 pass sequentially through Screw arbor with nut at both-ends structure 4 fixed overlay.
Described inner side arc formwork structure 2 is by the first arc formwork 2-1 and the first arc wood stupefied 2-2 through the first blind rivet 2-3
It is formed by connecting, the bending camber line of described first arc formwork 2-1 is consistent with camber line reinforcing bar 1-2 radian and is vertically formed same
One camber line, described first arc formwork 2-1 thickness is 15～19mm, and width is 200～400mm, described first arc formwork 2-1
It is made using wood plywood, described first arc wood stupefied 2-2 is formed by stacking using three layers of wood plywood bar, described first arc
Shape wood stupefied 2-2 sectional dimension THICKNESS CONTROL is 40～60mm, and width control system is 80～100mm, forms camber line in the horizontal direction.
Described outer arcuate template system 5 is by the second arc formwork 5-1 and the second arc wood stupefied 5-2 through the second blind rivet 5-3
It is formed by connecting, the bending camber line of described second arc formwork 5-1 is consistent with the first arc formwork 2-1 radian, described second arc
Template 5-1 thickness is 15～19mm, and width is 200～400mm, and described arc formwork 5-1 is made by wood plywood, described
Second arc wood stupefied 5-2 is formed by stacking using three layers of wood plywood bar, described second arc wood stupefied 5-2 sectional dimension THICKNESS CONTROL
For 40～60mm, width control system is 80～100mm, forms camber line in the horizontal direction.
Described breast board concrete seven is arranged between inner side arc formwork structure 2 and outer arcuate formwork structure 5, described hurdle
Board concrete 7 is coated with steel reinforcement cage 3, is provided with coagulation between described inner side arc formwork structure 2 and outer arcuate formwork structure 5
Native bracer 6, described concrete bracer 6 extends to the first arc formwork 2-1 or the second arc formwork 5-1, institute through steel reinforcement cage 3
State concrete bracer 6 for control the first arc formwork 2-1 and the second arc formwork 5-1 between spacing, and vertically
Form camber line；Described concrete bracer 6 is provided with groove 6-1, for the position of precise control steel reinforcement cage 3；Described concrete support
Block 6 makes the hair side with hole 6-2 for the formation, described concrete bracer 6 and breast board concrete seven fixed knot using non-fine concrete
Close.
Described Screw arbor with nut at both-ends structure 4 is made up of reinforcing pull rod 4-1, two claw pad sheet 4-2, locking nut 4-3 and sleeve pipe 4-4.
Teachings herein is example of the present utility model and explanation, but does not mean that the obtainable advantage of this utility model is subject to
This limits, may be to realization in the simple transformation of structure and/or some embodiments in every this utility model practice process
Wherein one or more of advantage are all in the protection domain of the application.
Claims (6)
1. a kind of hyperboloid armored concrete breast board single side formwork constructing structure it is characterised in that：This constructing structure is by fan-shaped steel
Supporting construction（1）, inner side arc formwork structure（2）, outer arcuate formwork structure（5）, breast board concrete（7）And flooring（8）Group
Become, described sector bracing members（1）Including rectilinear reinforcement（1-1）With camber line reinforcing bar（1-2）, described camber line reinforcing bar（1-2）Radian with
Breast board concrete（7）The vertical camber line of curved surface is consistent, described rectilinear reinforcement（1-1）Extension at least four coordinate points fixed arcs
Reinforcing bar（1-2）, described inner side arc formwork structure（2）By the first arc formwork（2-1）With the first arc wood stupefied（2-2）Through first
Blind rivet（2-3）It is formed by connecting, described first arc formwork（2-1）Bending camber line and camber line reinforcing bar（1-2）The consistent simultaneously edge of radian
Vertical direction forms same camber line, described outer arcuate template system（5）By the second arc formwork（5-1）With the second arc wood stupefied
（5-2）Through the second blind rivet（5-3）It is formed by connecting, described second arc formwork（5-1）Bending camber line and the first arc formwork（2-
1）Radian is consistent, described inner side arc formwork structure（2）, outer arcuate formwork structure（5）With camber line reinforcing bar（1-2）Pass sequentially through
Screw arbor with nut at both-ends structure（4）Fixed overlay.
2. hyperboloid armored concrete breast board single side formwork constructing structure according to claim 1 it is characterised in that：Described
Breast board concrete（7）It is arranged at inner side arc formwork structure（2）With outer arcuate formwork structure（5）Between, described breast board coagulation
Soil（7）It is coated with steel reinforcement cage（3）, described inner side arc formwork structure（2）With outer arcuate formwork structure（5）Between be provided with mixed
Solidifying soil bracer（6）, described concrete bracer（6）Through steel reinforcement cage（3）Extend to the first arc formwork（2-1）Or second arc
Template（5-1）, described concrete bracer（6）For controlling the first arc formwork（2-1）With the second arc formwork（5-1）Between
Spacing, and vertically form camber line.
3. hyperboloid armored concrete breast board single side formwork constructing structure according to claim 1 it is characterised in that：Described
Second arc formwork（5-1）Thickness is 15～19mm, and width is 200～400mm, described arc formwork（5-1）By wood plywood
It is made, described second arc wood stupefied（5-2）It is formed by stacking using three layers of wood plywood bar, described second arc wood stupefied（5-
2）Sectional dimension THICKNESS CONTROL is 40～60mm, and width control system is 80～100mm, forms camber line in the horizontal direction.
4. hyperboloid armored concrete breast board single side formwork constructing structure according to claim 1 it is characterised in that：Described
First arc formwork（2-1）Thickness is 15～19mm, and width is 200～400mm, described first arc formwork（2-1）Using wood
Plywood is made, described first arc wood stupefied（2-2）It is formed by stacking using three layers of wood plywood bar, described first arc wood
Stupefied（2-2）Sectional dimension THICKNESS CONTROL is 40～60mm, and width control system is 80～100mm, forms camber line in the horizontal direction.
5. hyperboloid armored concrete breast board single side formwork constructing structure according to claim 1 it is characterised in that：Described
Screw arbor with nut at both-ends structure（4）By reinforcing pull rod（4-1）, two claw pad sheets（4-2）, locking nut（4-3）And sleeve pipe（4-4）Composition.
6. hyperboloid armored concrete breast board single side formwork constructing structure according to claim 2 it is characterised in that：Described
Concrete bracer（6）It is provided with groove（6-1）, for precise control steel reinforcement cage（3）Position；Described concrete bracer（6）Adopt
Make of non-fine concrete and form band hole（6-2）Hair side, described concrete bracer（6）With breast board concrete（7）Fixed knot
Close.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620911008.8U CN205955184U (en) | 2016-08-22 | 2016-08-22 | Hyperboloid reinforced concrete breast board single -side supporting formwork structure of being under construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620911008.8U CN205955184U (en) | 2016-08-22 | 2016-08-22 | Hyperboloid reinforced concrete breast board single -side supporting formwork structure of being under construction |
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| Publication Number | Publication Date |
|---|---|
| CN205955184U true CN205955184U (en) | 2017-02-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620911008.8U Expired - Fee Related CN205955184U (en) | 2016-08-22 | 2016-08-22 | Hyperboloid reinforced concrete breast board single -side supporting formwork structure of being under construction |
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| Country | Link |
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| CN (1) | CN205955184U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109944609A (en) * | 2019-04-01 | 2019-06-28 | 中铁北京工程局集团有限公司 | It is a kind of irregularly to widen crowned section constructing tunnel device and construction method |
| CN110284702A (en) * | 2019-07-05 | 2019-09-27 | 浙江乔兴建设集团有限公司 | A kind of constructing device and construction method of hyperboloid arc mixed mud wall |
| CN114541475A (en) * | 2022-01-04 | 2022-05-27 | 中国建筑第八工程局有限公司 | Construction method of irregular-curvature underground outer wall |
| CN114575638A (en) * | 2022-03-21 | 2022-06-03 | 中天建设集团有限公司 | Bowl-shaped structure construction process |
-
2016
- 2016-08-22 CN CN201620911008.8U patent/CN205955184U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109944609A (en) * | 2019-04-01 | 2019-06-28 | 中铁北京工程局集团有限公司 | It is a kind of irregularly to widen crowned section constructing tunnel device and construction method |
| CN110284702A (en) * | 2019-07-05 | 2019-09-27 | 浙江乔兴建设集团有限公司 | A kind of constructing device and construction method of hyperboloid arc mixed mud wall |
| CN114541475A (en) * | 2022-01-04 | 2022-05-27 | 中国建筑第八工程局有限公司 | Construction method of irregular-curvature underground outer wall |
| CN114541475B (en) * | 2022-01-04 | 2023-07-21 | 中国建筑第八工程局有限公司 | Construction method of irregular curvature underground outer wall |
| CN114575638A (en) * | 2022-03-21 | 2022-06-03 | 中天建设集团有限公司 | Bowl-shaped structure construction process |
| CN114575638B (en) * | 2022-03-21 | 2023-06-23 | 中天建设集团有限公司 | Bowl-shaped structure construction procedure |
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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: 20170215 Termination date: 20190822 |
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| CF01 | Termination of patent right due to non-payment of annual fee |