CN203475835U - Fixing part for concrete surface slab staggering beamed formwork - Google Patents
Fixing part for concrete surface slab staggering beamed formwork Download PDFInfo
- Publication number
- CN203475835U CN203475835U CN201320588352.4U CN201320588352U CN203475835U CN 203475835 U CN203475835 U CN 203475835U CN 201320588352 U CN201320588352 U CN 201320588352U CN 203475835 U CN203475835 U CN 203475835U
- Authority
- CN
- China
- Prior art keywords
- formwork
- fixing part
- stand column
- transverse base
- beamed
- 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
- 238000009415 formwork Methods 0.000 title claims abstract description 16
- 210000003205 muscle Anatomy 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 abstract description 4
- 239000010959 steel Substances 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 3
- 239000000463 material Substances 0.000 abstract description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000004083 survival effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a fixing part for a concrete surface slab staggering beamed formwork, belongs to the technical field of buildings, and particularly relates to a formwork fixing tool. The fixing part uses a bottom stand column as a supporting part, wherein a nut is arranged at the top of the bottom stand column and is welded to the bottom stand column; a screw at the bottom of a movable stand column is arranged in the nut, a formwork clamping groove is formed in one side of the top of the movable stand column, a transverse base is arranged below the formwork clamping groove, one end of the transverse base is perpendicularly connected with the bottom stand column, and the other end of the transverse base is connected with an inclined base; slab ribs are fixed to the transverse base through binding wires. By means of the fixing part, the stress state of the slab staggering beamed formwork is optimized, a slab bottom formwork serves as a support of the plane, a beam side formwork or component steel bars are used as restraint of the vertical face, the slab staggering beamed formwork is fixed to the steel bars in a binding mode, stress is reasonable, the intensity is reliable, and the overall intensity, rigidity and stability of the formwork are effectively ensured. Materials used by the fixing part can be taken from a construction site, the fixing part is manufactured by steel fixers and installed by carpenters, and construction cost is saved to the maximum extent.
Description
Technical field
This practicality belongs to technical field of buildings, is specifically related to a kind of template setting tool.
Background technology
In Cast-in-situ Concrete Structural Engineering, because room is different, use the factors such as function, require not chummery concrete floor that difference of height is set.Such as: the boundary Concrete Design absolute altitude in the non-waterproof rooms such as the waterproof rooms such as washroom, kitchen and parlor, bedroom is inconsistent, has difference of height.At present, there is no special faulting of slab ends template setting tool, faulting of slab ends place concrete blinding adopts the colligation of cushion block+iron wire, the direct colligation of template in the first-class method of structure reinforcing bars conventionally, and template strength and planar dimension can not be guaranteed, cause faulting of slab ends concrete quality not high, one time survival rate is lower.
Summary of the invention
The purpose of this utility model is to provide a kind of concrete surface faulting of slab ends fixing part for beam formwork, to solve prior art, there is no special faulting of slab ends template setting tool, faulting of slab ends place concrete blinding adopts the colligation of cushion block+iron wire, the direct colligation of template in the first-class method of structure reinforcing bars conventionally, template strength and planar dimension can not be guaranteed, cause faulting of slab ends concrete quality not high, the problem such as survival rate is lower.
The technical scheme that its technical problem of this practicality solution adopts is that bottom this fixture adopts, column is support member, and column top, bottom is provided with nut, and nut and bottom column adopt welding manner; The screw of active column bottom is placed in nut, active column top one side arranges template draw-in groove, and template draw-in groove below arranges transverse base, and transverse base one end is connected with bottom column is vertical, the transverse base other end connects inclined base, and the angle of transverse base and inclined base is 120-145 degree; Plate muscle and transverse base adopt colligation silk to fix.
Adopting good effect of the present utility model is the stress of having optimized faulting of slab ends template, plane be take plate soffit formwork as support, it is constraint that facade be take side template or member reinforcing steel bar, by colligation, be fixed on member reinforcing steel bar, reasonable stress, intensity is reliable, and formwork integral intensity, rigidity and stability are effectively guaranteed.Gathering materials on the spot in fixture material therefor job site, by bar bender's making, carpenter, is installed, and saved to greatest extent construction cost.Nut can reuse after removing with upper-part.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated:
Fig. 1 is the utility model structural representation;
Fig. 2 is the scheme of installation that faulting of slab ends has girder steel fixture;
1 bottom column, 2 nuts, 3, active column, 4 template draw-in grooves, 5 transverse base, 6 inclined bases, 7 colligation silks, 8 plate muscle in figure.
The specific embodiment
As shown in the figure: it is support member that this fixture adopts bottom column 1, and column 1 top in bottom is provided with nut 2, nut 2 adopts welding manner with bottom column 1; The screw of active column 3 bottoms is placed in nut 2, active column 3 top one sides arrange template draw-in groove 4, template draw-in groove 4 belows arrange transverse base 5, transverse base 5 one end are connected with bottom column 1 is vertical, transverse base 5 other ends connect inclined base 6, and transverse base 5 is 128 degree with the angle of inclined base 6; Plate muscle 8 adopts colligation silk 7 fixing with transverse base 5.
Claims (2)
1. concrete surface faulting of slab ends has a fixing part for beam formwork, it is characterized in that it is support member that this fixture adopts bottom column, and column top, bottom is provided with nut, and nut and bottom column adopt welding manner; The screw of active column bottom is placed in nut, and active column top one side arranges template draw-in groove, and template draw-in groove below arranges transverse base, and transverse base one end is connected with bottom column is vertical, and the transverse base other end connects inclined base; Plate muscle and transverse base adopt colligation silk to fix.
2. concrete surface faulting of slab ends according to claim 1 has fixing part for beam formwork, and the angle that it is characterized in that transverse base and inclined base is 120-145 degree.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320588352.4U CN203475835U (en) | 2013-09-24 | 2013-09-24 | Fixing part for concrete surface slab staggering beamed formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320588352.4U CN203475835U (en) | 2013-09-24 | 2013-09-24 | Fixing part for concrete surface slab staggering beamed formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203475835U true CN203475835U (en) | 2014-03-12 |
Family
ID=50224189
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320588352.4U Expired - Fee Related CN203475835U (en) | 2013-09-24 | 2013-09-24 | Fixing part for concrete surface slab staggering beamed formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203475835U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105736011A (en) * | 2016-03-21 | 2016-07-06 | 长安大学 | Shield tunnel slab staggering problem handling structure and construction method |
| CN114151103A (en) * | 2021-11-30 | 2022-03-08 | 北京城建重工桥隧工程技术有限公司 | Slab staggering steel lining reinforcing structure suitable for slab staggering diseases of subway tunnel duct pieces |
| CN114704078A (en) * | 2022-05-01 | 2022-07-05 | 山西三建集团有限公司 | Method for supporting staggered platform side formwork with beams arranged between high-low floor slabs |
| CN116065488A (en) * | 2022-12-06 | 2023-05-05 | 中铁六局集团有限公司 | Support rail and ground induction loop leveling machine |
-
2013
- 2013-09-24 CN CN201320588352.4U patent/CN203475835U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105736011A (en) * | 2016-03-21 | 2016-07-06 | 长安大学 | Shield tunnel slab staggering problem handling structure and construction method |
| CN114151103A (en) * | 2021-11-30 | 2022-03-08 | 北京城建重工桥隧工程技术有限公司 | Slab staggering steel lining reinforcing structure suitable for slab staggering diseases of subway tunnel duct pieces |
| CN114704078A (en) * | 2022-05-01 | 2022-07-05 | 山西三建集团有限公司 | Method for supporting staggered platform side formwork with beams arranged between high-low floor slabs |
| CN116065488A (en) * | 2022-12-06 | 2023-05-05 | 中铁六局集团有限公司 | Support rail and ground induction loop leveling machine |
| CN116065488B (en) * | 2022-12-06 | 2025-08-12 | 中铁六局集团有限公司 | Supporting rail and ground induction loop leveling all-in-one machine |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105888108B (en) | Built-in positioning prefabricated component reinforced concrete shear wall and construction method | |
| CN203475835U (en) | Fixing part for concrete surface slab staggering beamed formwork | |
| JP2017507264A (en) | Adapter for formwork support structure | |
| CN201891260U (en) | Hanging template | |
| CN210195269U (en) | A pole-free support system for prefabricated steel structure building laminate floors | |
| CN205134926U (en) | Fastener to wall for implemental scaffold | |
| CN205224649U (en) | Liftable formula composite floor slab support system | |
| CN202347843U (en) | Building construction beam frame | |
| CN202227590U (en) | Column rib positioner for reinforced concrete column | |
| CN203175052U (en) | Leveler for building floor beam slab construction | |
| CN105839914A (en) | Adjustable steel beam supporting device and adjustable steel beam supporting system | |
| CN202441058U (en) | Arched support of building | |
| CN203547135U (en) | Fixing piece for slab staggering beamless formwork on concrete surface | |
| CN102587649A (en) | Template profiled bar supporting system of high and large cantilever structure | |
| CN204059940U (en) | A kind of concrete floor aluminum alloy mould plate | |
| CN204001496U (en) | A kind of steel structure stairway | |
| JP5960520B2 (en) | Multifunctional rooftop foundation | |
| CN103669566B (en) | construction method of steel reinforced concrete base of large-span net rack roof | |
| CN1395014A (en) | Light concrete wall body site monolithic construction method | |
| CN104831815A (en) | Beam side embedded part and installation method thereof | |
| JP2015055079A (en) | Anchor frame, and method for constructing anchor structure using the anchor frame | |
| CN203977864U (en) | Can repeat the stair template that turnover is used | |
| CN203175037U (en) | Internal formwork bracket for building | |
| JP4796198B1 (en) | Work scaffold equipment | |
| CN223724232U (en) | Building balcony reinforcing and reforming supporting device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Su Haizhou Inventor after: Fan Yanyan Inventor after: Sang Changli Inventor after: Li Zhimeng Inventor after: Zuo Changhui Inventor after: Li Benzhen Inventor after: Sun Guozhong Inventor after: Wang Hailong Inventor after: Zhang Guoquan Inventor after: Wang Yueshuai Inventor before: Su Haizhou Inventor before: Sang Changli Inventor before: Li Zhimeng |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: SU HAIZHOU SANG CHANGLI LI ZHIMENG TO: SU HAIZHOU SANG CHANGLI LI ZHIMENG ZUO CHANGHUI LI BENZHEN SUN GUOZHONG WANG HAILONG ZHANG GUOQUAN WANG YUESHUAI FAN YANYAN |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140312 Termination date: 20210924 |