CN202017346U - Late poured band hanging formwork structure - Google Patents
Late poured band hanging formwork structure Download PDFInfo
- Publication number
- CN202017346U CN202017346U CN2011201080683U CN201120108068U CN202017346U CN 202017346 U CN202017346 U CN 202017346U CN 2011201080683 U CN2011201080683 U CN 2011201080683U CN 201120108068 U CN201120108068 U CN 201120108068U CN 202017346 U CN202017346 U CN 202017346U
- Authority
- CN
- China
- Prior art keywords
- steel pipes
- screw
- hanging
- arranged side
- pressed
- 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
Images
Abstract
The utility model discloses a late poured band hanging formwork structure, which comprises a steel pipe shelving, a template and a vertical post, wherein a square wood vertical post is vertically fixed on the back side of the template, and comprises a lower cross beam, an upper cross beam, a hanging screw rod, a sleeve pipe and 3-shaped press plates and screw nuts, the middle of the hanging screw rod is provided with the sleeve pipe, the upper end and the lower end of the hanging screw rod are respectively provided with screw threads, the upper cross beam is connected with the steel pipe shelving and comprises two parallel steel pipes, one 3-shaped press plate is pressed on the steel pipes, the screw thread part of the upper end of a hanging screw bolt extends out from the middle of the two parallel steel pipes and passes through a press plate hole arranged in the middle of the 3-shaped press plate to be connected with one screw nut, the lower cross beam comprises two parallel steel pipes, the two parallel steel pipes are pressed on the outer side of the square wood vertical post, the other 3-shaped press plate is pressed on the steel pipes, and the screw thread part of the lower end of the hanging screw bolt extends out from the middle of the two parallel steel pipes and passes through a press plate hole arranged in the middle of the 3-shaped press plate to be connected with the other screw nut. The late poured band hanging formwork structure adopts a hanging formwork structure, the support material consumption is saved, in addition, the work intensity is reduced, and the high-altitude operation is reduced.
Description
[technical field]
The utility model relates to the mounting structure of building operations template, relates in particular to a kind of high ater-casting suspention mode structure that supports the concrete cast-in-situ floor that is suitable for.
[background technology]
The ater-casting is for preventing that monolithic reinforced concrete structure is owing to temperature, the uneven issuable harmful crack of contraction in building operations, according to design or job specfication requirement, stay in relevant positions such as sole plate, wall, beam and floors and to establish interim constuction joint, structure temporarily is divided into several portions, shrink through the concrete component inside, after the some time, water again and smash this constuction joint concrete, structure is linked to be integral body.The ater-casting is the effective measures that not only can solve differential settlement but also can reduce shrinkage stress, so use more in engineering.
In the building structure construction, the construction of concrete building plate ater-casting is a very important link.Owing to complex procedures, cause quality problems and delay the duration easily.The special concrete floor that supports for height, if with the conventional method construction, the template of its ater-casting supports, and take a lot of work, time-consuming, expense material, and work high above the ground is many.
[summary of the invention]
The technical problems to be solved in the utility model provides an a kind of ater-casting suspention mode structure, is suitable for the high ater-casting construction of supporting the concrete cast-in-situ floor.
In order to solve the problems of the technologies described above, the technical solution adopted in the utility model is, an a kind of ater-casting suspention mode structure, comprise that steel pipe framed bent, soffit formwork and the lumps of wood are perpendicular stupefied, the lumps of wood erects the stupefied back side that vertically is fixed on soffit formwork, also comprises top rail, lower transverse beam, suspended screw, sleeve pipe, 3 shape pressing plate and nuts; The top and bottom of suspended screw are respectively equipped with screw thread; Top rail is connected with the steel pipe framed bent, and top rail is made up of 2 steel pipes arranged side by side, and 3 shape pressing plates are pressed in above 2 steel pipes arranged side by side, and the threaded portion of hanging bolt upper end stretches out from the centre of 2 steel pipes arranged side by side, and the plate hole that passes 3 shape pressing plates middle part is connected with nut; Lower transverse beam is made up of 2 steel pipes arranged side by side, 2 steel pipe transverses arranged side by side are pressed in the perpendicular stupefied outside of the lumps of wood, 3 shape pressing plates are pressed in below 2 steel pipes arranged side by side, sleeve pipe passes the preformed hole of soffit formwork, hanging bolt passes sleeve pipe, stretch out from the centre of 2 steel pipes arranged side by side the lower end, and the plate hole that passes 3 shape pressing plates middle part is connected with nut.
As preferably, described steel pipe is a round steel pipe.
The beneficial effects of the utility model are:
Adopt a suspention mode structure, not only saved the support materials, and reduced working strength of workers and amount of high-altitude operation, guaranteed construction safety and quality.
[description of drawings]
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail.
Fig. 1 is the utility model ater-casting suspention mode structure example structure schematic diagram.
Fig. 2 is the A place partial enlarged drawing of Fig. 1.
Fig. 3 is that the B of Fig. 2 is to sectional view.
Among the figure, 1-has watered concrete, the 2-nut, and 3-3 shape pressing plate, the 4-suspended screw, the 5-sleeve pipe, the 6-ater-casting, the 7-top rail, the 8-lower transverse beam, the 9-nut, 10-3 shape pressing plate, the 11-soffit formwork, the 12-lumps of wood is perpendicular stupefied, 13-steel pipe framed bent.
[specific embodiment]
In Fig. 1 and Fig. 2, an a kind of ater-casting suspention mode structure, comprise that steel pipe framed bent 13, soffit formwork 11 and the lumps of wood are perpendicular stupefied 12, the lumps of wood perpendicular stupefied 12 vertically is fixed on the back side of soffit formwork, also comprises top rail 7, lower transverse beam 8, suspended screw 4, sleeve pipe 5,3 shape pressing plate 3 and nuts.Top rail 7 is connected with steel pipe framed bent 13, and every top rail is made up of 2 steel pipes arranged side by side, 3 shape pressing plates 3 be pressed in steel pipe above; The top and bottom of suspended screw 4 are respectively equipped with screw thread; The threaded portion of hanging bolt 4 upper ends stretches out from the centre of 2 steel pipes arranged side by side, and the plate hole that passes 3 shape pressing plates middle part is connected with nut 2.Lower transverse beam 8 also is made up of 2 steel pipes arranged side by side, 2 steel pipe transverses arranged side by side are pressed in the outside of the lumps of wood perpendicular stupefied 12,3 shape pressing plates 10 be pressed in steel pipe above, sleeve pipe 5 passes the preformed hole on the soffit formwork 11, hanging bolt 4 passes sleeve pipe 5, the threaded portion of lower end stretches out from the centre of 2 steel pipes arranged side by side, and the plate hole that passes 3 shape pressing plates, 10 middle parts is connected (Fig. 3) with nut 9.
Above-mentioned steel pipe is a round steel pipe.
Ater-casting soffit formwork erection sequence:
According to the formwork needs of ater-casting, first division system performs ater-casting soffit formwork 11, and perpendicular stupefied 12 by vertically fixing the lumps of wood with screw at the back side of soffit formwork 11, sets up at floor simultaneously and hangs mould with steel pipe framed bent 13 and top rail 7.
Next floor of 6 is set up the ease of Use platform in the ater-casting, and after soffit formwork 11 was in place, suspended screw 4 passed soffit formwork 11 according to design attitude from top to bottom from top rail 7, and the screw rod bottom is connected with lower transverse beam 8 with nut 9 by 3 shape pressing plates 3.And then the plate hole that bolt top is passed 3 shape pressing plates 3 is connected with top rail 7 with nut 2.After template was errorless on inspection, fastening nut 2 guaranteed that with hanging bolt 4 tensions ater-casting soffit formwork 11 is fixed.
Use for ease of the hanging bolt turnover, the part of passing floor at the screw rod middle part adds cover sleeve pipe 5.
For ease of turnover and artificial travelling bridge, 13 segmentations of steel pipe framed bent are set up, and setting up length is principle with artificial conveniently moving, and framed bent back in place connects as a whole with vertical steel pipe.
Claims (2)
1. an ater-casting suspention mode structure comprises that steel pipe framed bent, soffit formwork and the lumps of wood are perpendicular stupefied, and the described lumps of wood erects the stupefied back side that vertically is fixed on soffit formwork, it is characterized in that, also comprises top rail, lower transverse beam, suspended screw, sleeve pipe, 3 shape pressing plate and nuts; The top and bottom of described suspended screw are respectively equipped with screw thread; Described top rail is connected with the steel pipe framed bent, top rail is made up of 2 steel pipes arranged side by side, described 3 shape pressing plates are pressed in above 2 steel pipes arranged side by side, and the threaded portion of hanging bolt upper end stretches out from the centre of 2 steel pipes arranged side by side, and the plate hole that passes 3 shape pressing plates middle part is connected with nut; Described lower transverse beam is made up of 2 steel pipes arranged side by side, 2 steel pipe transverses arranged side by side are pressed in the perpendicular stupefied outside of the lumps of wood, described 3 shape pressing plates are pressed in below 2 steel pipes arranged side by side, described sleeve pipe passes the preformed hole of soffit formwork, hanging bolt passes sleeve pipe, stretch out from the centre of 2 steel pipes arranged side by side the lower end, and the plate hole that passes 3 shape pressing plates middle part is connected with nut.
2. a suspention mode structure in ater-casting according to claim 1 is characterized in that described steel pipe is a round steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201080683U CN202017346U (en) | 2011-04-13 | 2011-04-13 | Late poured band hanging formwork structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201080683U CN202017346U (en) | 2011-04-13 | 2011-04-13 | Late poured band hanging formwork structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202017346U true CN202017346U (en) | 2011-10-26 |
Family
ID=44811017
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201080683U Expired - Fee Related CN202017346U (en) | 2011-04-13 | 2011-04-13 | Late poured band hanging formwork structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202017346U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103388310A (en) * | 2013-08-09 | 2013-11-13 | 北京市公路桥梁建设集团有限公司 | Single-point fixing adjustable cantilever tripod |
| CN103758343A (en) * | 2014-01-26 | 2014-04-30 | 中铁建工集团有限公司 | Hanging type construction method and hanging device for reinforced concrete floor |
| CN104405122A (en) * | 2014-10-31 | 2015-03-11 | 中国建筑第八工程局有限公司 | Suspended mold mounting structure of reserved hole of floor |
| CN104631512A (en) * | 2014-12-22 | 2015-05-20 | 山东万鑫建设有限公司 | Post-cast strip beam and slab construction method adopting formwork hanging method |
| CN104831756A (en) * | 2015-05-20 | 2015-08-12 | 山东三箭建设工程管理有限公司 | Formwork jacking tool for constructing post-cast strip of cast-in-place slab and formwork supporting construction method |
| CN107245933A (en) * | 2017-07-06 | 2017-10-13 | 中建六局土木工程有限公司 | A kind of method for cast-in-situ box girder top plate preformed hole construction |
| CN107687219A (en) * | 2017-07-24 | 2018-02-13 | 北京城建十建设工程有限公司 | For the preparation method of the connection component and superimposed sheet that make superimposed sheet |
| CN108951424A (en) * | 2018-07-09 | 2018-12-07 | 中国五冶集团有限公司 | The formwork support structure and construction method that bridge suspension type pours |
| CN109629432A (en) * | 2018-12-28 | 2019-04-16 | 江苏镇江路桥工程有限公司 | The construction method of box beam top plate reserving hole sealing off and covering anchorage structure |
| CN115324330A (en) * | 2022-09-07 | 2022-11-11 | 江苏省华建建设股份有限公司 | Post-cast strip upper-suspension lower-fixation independent supporting structure and construction method thereof |
-
2011
- 2011-04-13 CN CN2011201080683U patent/CN202017346U/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103388310A (en) * | 2013-08-09 | 2013-11-13 | 北京市公路桥梁建设集团有限公司 | Single-point fixing adjustable cantilever tripod |
| CN103758343A (en) * | 2014-01-26 | 2014-04-30 | 中铁建工集团有限公司 | Hanging type construction method and hanging device for reinforced concrete floor |
| CN104405122A (en) * | 2014-10-31 | 2015-03-11 | 中国建筑第八工程局有限公司 | Suspended mold mounting structure of reserved hole of floor |
| CN104631512A (en) * | 2014-12-22 | 2015-05-20 | 山东万鑫建设有限公司 | Post-cast strip beam and slab construction method adopting formwork hanging method |
| CN104631512B (en) * | 2014-12-22 | 2016-03-16 | 山东万鑫建设有限公司 | Hang modulus method after-pouring band beam-slab construction method |
| CN104831756A (en) * | 2015-05-20 | 2015-08-12 | 山东三箭建设工程管理有限公司 | Formwork jacking tool for constructing post-cast strip of cast-in-place slab and formwork supporting construction method |
| CN107245933A (en) * | 2017-07-06 | 2017-10-13 | 中建六局土木工程有限公司 | A kind of method for cast-in-situ box girder top plate preformed hole construction |
| CN107687219A (en) * | 2017-07-24 | 2018-02-13 | 北京城建十建设工程有限公司 | For the preparation method of the connection component and superimposed sheet that make superimposed sheet |
| CN108951424A (en) * | 2018-07-09 | 2018-12-07 | 中国五冶集团有限公司 | The formwork support structure and construction method that bridge suspension type pours |
| CN109629432A (en) * | 2018-12-28 | 2019-04-16 | 江苏镇江路桥工程有限公司 | The construction method of box beam top plate reserving hole sealing off and covering anchorage structure |
| CN109629432B (en) * | 2018-12-28 | 2020-09-04 | 江苏镇江路桥工程有限公司 | Construction method of box girder top plate reserved hole anchor sealing structure |
| CN115324330A (en) * | 2022-09-07 | 2022-11-11 | 江苏省华建建设股份有限公司 | Post-cast strip upper-suspension lower-fixation independent supporting structure and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202017346U (en) | Late poured band hanging formwork structure | |
| CN103114681B (en) | High-altitude long-span reinforced concrete beam treat pouring structure | |
| CN107143034A (en) | A kind of assembly concrete frame structure beam column rigid connection node | |
| CN211447708U (en) | Super high-rise building construction elevator feeding platform support system that encorbelments | |
| CN201546435U (en) | Bolted stayed cantilever scaffold | |
| CN203834926U (en) | Formwork erecting structure for bare concrete basement exterior wall | |
| CN206289945U (en) | A kind of assembled Portable safety crosshead | |
| CN209990143U (en) | Floor template support system of suspension type | |
| CN201730350U (en) | Adjustable assembly type steel structure temporary structure support for structure post-cast strip | |
| CN203795459U (en) | Foundation structure of tower crane for high-altitude roofs | |
| CN203200719U (en) | Hanging type slope pouring template device | |
| CN109944164A (en) | Jack up hollow thin-walled high pier roller die system and its construction method | |
| CN205531410U (en) | A simply can dismantle construction canopy for steel construction job site | |
| CN114622710A (en) | High-altitude staggered-layer cantilever structure and construction method thereof | |
| CN205663175U (en) | Adjustable reinforcing pull rod formula scaffold frame of encorbelmenting | |
| CN209494313U (en) | A kind of assembling type enclosing shield | |
| CN208310200U (en) | A kind of expansion joint two side columns template reinforcing device | |
| CN107476200B (en) | Full-hall support staggered overlapping structure and method | |
| CN201778392U (en) | Steel conical shell for coal silo | |
| CN207513060U (en) | A kind of cylinder stone material dry suspending wall construction | |
| CN102418415B (en) | Short-slab-span cast-in-situ beam ribbed floor early-dismantling template formwork system | |
| CN205224579U (en) | Steel framework template and self -supporting truss board combination concrete quick detach system | |
| CN202369922U (en) | Pull type bracket truss | |
| CN217079116U (en) | Novel truss type bracket for beam-column connection | |
| CN201695728U (en) | Novel gate type steel frame grain warehouse |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20111026 Termination date: 20140413 |