CN205617789U - Independent bearing structure of centre of form - Google Patents
Independent bearing structure of centre of form Download PDFInfo
- Publication number
- CN205617789U CN205617789U CN201620284527.6U CN201620284527U CN205617789U CN 205617789 U CN205617789 U CN 205617789U CN 201620284527 U CN201620284527 U CN 201620284527U CN 205617789 U CN205617789 U CN 205617789U
- Authority
- CN
- China
- Prior art keywords
- centre
- template
- purlin
- pipe
- form free
- 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
Abstract
The utility model provides an independent bearing structure of centre of form. Independent bearing structure of centre of form includes template, purlin, a plurality of fixed pipe, activity pipe and a plurality of four tube supports, the template is rectangle template, the purlin is located the template bottom, and be on a parallel with the long limit of template sets up, and is a plurality of fixed pipe is located purlin bottom, and perpendicular to the purlin sets up, the activity pipe is located purlin bottom central authorities, and be on a parallel with fixed pipe sets up, and is a plurality of four tube supports are vertical to be located fixed socle portion. The utility model provides a independent bearing structure of centre of form has solved prior art's formwork resource -wasting or the idle technical problem of fund.
Description
Technical field
This utility model relates to field of support structures, is specifically related to a kind of centre of form free-standing structure.
Background technology
Peter out along with National Forest resource and the requirement of building trade energy-saving and emission-reduction improves day by day, if as Conventional processing methods formwork, need to consume higher timber (template and flitch) usage amount and template construct labor waste is more and the occupancy such as steel frame pipe, fastener used by formwork bracing system is bigger；According to the new technology assembled aluminum dipping form construction in recent years introduced, although substantially achieving index bed plank sheathing construction small incidental expenses amount, but its aluminium and cost of manufacture are higher, secondary operations power consumption is big, and it is not suitable for non-standard structure, the a large amount of timber used by basement (containing basis) cannot be had enough to meet the need in individual event mesh, cause the serious wasting of resources or leave unused capital.
Utility model content
For solving formwork waste resource or the technical problem of leave unused capital of prior art, this utility model provides a kind of centre of form free-standing structure solving the problems referred to above.
A kind of centre of form free-standing structure, including template, purlin, multiple fixing pipe, adjustable pipe and multiple four tube supports, described template is rectangle template, described purlin is located at bottom described template, and is parallel to the setting of described template long limit, and multiple described fixing pipes are located at bottom described purlin, and it is perpendicular to the setting of described purlin, described adjustable pipe is located at described purlin bottom center, and is parallel to the setting of described fixing pipe, and multiple described four tube supports are vertically located at bottom described fixing pipe.
In a kind of preferred embodiment of the centre of form free-standing structure of this utility model offer, described four tube supports include multiple base plate, down tube, upper pipe and jacking, base plate described in one, described down tube, base plate, described upper pipe and described jacking described in another two are sequentially connected with, and described jacking is located at bottom described fixing pipe.
In a kind of preferred embodiment of the centre of form free-standing structure of this utility model offer, described four tube supports also include that multiple lacing, multiple described lacings are located between described down tube or between described upper pipe.
In a kind of preferred embodiment of the centre of form free-standing structure of this utility model offer, described four tube supports also include connecting bolt, and described base plate is connected with base plate another described by described connecting bolt.
Compared to prior art, the described centre of form free-standing structure that this utility model provides has the advantages that
One, described centre of form free-standing structure uses cast-in-place horizontal member bed die centre of form region independently to support, and other regions traditionally support.Rigidity, bearing capacity and the stability of described centre of form free-standing structure are the strongest, it is possible to all kinds of loads that after independent support centre of form outer support system dismounting, vertical direction is transmitted, quality safety is reliable.
Two, the accessory such as steel frame pipe and matching used fastener, jacking used by described centre of form free-standing structure is few with beam, plate bed die template and flitch usage amount, saves nearly 50%；Vertical transportation machinery uses the time to be obviously reduced；Unit construction area is cost-effective to be significantly reduced.
Three, described centre of form free-standing structure is applicable to horizontal member (such as floor beam, the plate) clear span bed die support system more than 2m of all high-rise frame structure index beds, it is possible to is applied in large-sized multiple layer basement and annex are constructed, is widely used.
Accompanying drawing explanation
In order to be illustrated more clearly that the technical scheme in this utility model embodiment, accompanying drawing used in describing embodiment below is briefly described, apparently, accompanying drawing in describing below is only embodiments more of the present utility model, for those of ordinary skill in the art, on the premise of not paying creative work, it is also possible to obtain other accompanying drawing according to these accompanying drawings, wherein:
Fig. 1 is the side view of the centre of form free-standing structure that this utility model provides.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is clearly and completely described, it is clear that described embodiment is only a part of embodiment of the present utility model rather than whole embodiments.
Refer to Fig. 1, be the side view of the centre of form free-standing structure that this utility model provides.
Described centre of form free-standing structure 1 includes template 11,12, four fixing pipes 13 of multiple purlin, adjustable pipe 14 and four four tube supports 15.
Described four tube supports 15 include three base plates 151, down tube 152, upper pipe 153, jacking 154, three lacings 155, connecting bolts 156.Base plate 151 described in one, described down tube 152, base plate 151, described upper pipe 153 and described jacking 154 described in another two are sequentially connected with.
Lacing 155 described in two is located between described down tube 152, and lacing 155 described in is located between described upper pipe 153.Described base plate 151 is connected with base plate another described 151 by described connecting bolt 156.
Described template 11 is rectangle template, and described purlin 12 is located at bottom described template 11, and is parallel to the setting of described template 11 long limit.Fix pipe 13 described in four to be located at bottom described purlin 12, and be perpendicular to described purlin 12 and arrange.Described adjustable pipe 14 is located at described purlin 12 bottom center, and is parallel to described fixing pipe 13 and arranges, described adjustable pipe 14 with described centre of form free-standing structure 1 system outside formwork system set up simultaneously, remove simultaneously.Described in four, four tube supports 15 are vertically located at bottom described fixing pipe 13, and lay respectively at described template 11 4 jiaos.
When being embodied as, cast-in-place horizontal member bed die centre of form region uses described centre of form free-standing structure 1, and other regions traditionally support.Described centre of form free-standing structure 1 becomes the temporary support of this horizontal member, thus reduces its interim span (being advisable in being reduced to 2m with clear span), makes up to this system outer bed die early demolition part.
When young concrete intensity reaches 50%, according to code requirement, low template system can be removed less than the cast-in-place structural of 2 meters of spans.Around this principle, the structure that will be greater than 2 meters of spans is passed through to increase support therebetween, within making effective span be reduced to 2 meters, thus on the premise of ensureing that quality is with safety, it is achieved bed die is than original state state premature removal.
Compared to prior art, the described centre of form free-standing structure 1 that this utility model provides has the advantages that
One, described centre of form free-standing structure 1 uses cast-in-place horizontal member bed die centre of form region independently to support, and other regions traditionally support.Rigidity, bearing capacity and the stability of described centre of form free-standing structure 1 are the strongest, it is possible to all kinds of loads that after independent support centre of form outer support system dismounting, vertical direction is transmitted, quality safety is reliable.
Two, the accessory such as steel frame pipe and matching used fastener, jacking used by described centre of form free-standing structure 1 is few with beam, plate bed die template and flitch usage amount, saves nearly 50%；Vertical transportation machinery uses the time to be obviously reduced；Unit construction area is cost-effective to be significantly reduced.
Three, described centre of form free-standing structure 1 is applicable to horizontal member (such as floor beam, the plate) clear span bed die support system more than 2m of all high-rise frame structure index beds, it is possible to is applied in large-sized multiple layer basement and annex are constructed, is widely used.
The foregoing is only embodiment of the present utility model; not thereby the scope of the claims of the present utility model is limited; every equivalent structure utilizing this utility model description to be made or equivalence flow process conversion; or directly or indirectly it is used in other relevant technical field, within being the most in like manner included in scope of patent protection of the present utility model.
Claims (4)
1. a centre of form free-standing structure, it is characterized in that: include template, purlin, multiple fixing pipe, adjustable pipe and multiple four tube supports, described template is rectangle template, described purlin is located at bottom described template, and is parallel to the setting of described template long limit, and multiple described fixing pipes are located at bottom described purlin, and it is perpendicular to the setting of described purlin, described adjustable pipe is located at described purlin bottom center, and is parallel to the setting of described fixing pipe, and multiple described four tube supports are vertically located at bottom described fixing pipe.
Centre of form free-standing structure the most according to claim 1, it is characterized in that: described four tube supports include multiple base plate, down tube, upper pipe and jacking, base plate described in one, described down tube, base plate, described upper pipe and described jacking described in another two are sequentially connected with, and described jacking is located at bottom described fixing pipe.
Centre of form free-standing structure the most according to claim 2, it is characterised in that: described four tube supports also include that multiple lacing, multiple described lacings are located between described down tube or between described upper pipe.
Centre of form free-standing structure the most according to claim 2, it is characterised in that: described four tube supports also include connecting bolt, and described base plate is connected with base plate another described by described connecting bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620284527.6U CN205617789U (en) | 2016-04-07 | 2016-04-07 | Independent bearing structure of centre of form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620284527.6U CN205617789U (en) | 2016-04-07 | 2016-04-07 | Independent bearing structure of centre of form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205617789U true CN205617789U (en) | 2016-10-05 |
Family
ID=57029813
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620284527.6U Expired - Fee Related CN205617789U (en) | 2016-04-07 | 2016-04-07 | Independent bearing structure of centre of form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205617789U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109779245A (en) * | 2019-01-29 | 2019-05-21 | 中建七局(上海)有限公司 | A kind of composite structure stand alone type post-cast strip bracing members construction equipment |
-
2016
- 2016-04-07 CN CN201620284527.6U patent/CN205617789U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109779245A (en) * | 2019-01-29 | 2019-05-21 | 中建七局(上海)有限公司 | A kind of composite structure stand alone type post-cast strip bracing members construction equipment |
| CN109779245B (en) * | 2019-01-29 | 2021-03-02 | 中建七局(上海)有限公司 | Combined structure independent post-cast strip steel support construction equipment |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109610834B (en) | High-altitude construction method for multi-layer large-span heavy-load concrete structure | |
| CN202627491U (en) | Forming template for deformation joint position shear wall of high-rise building | |
| CN105780989A (en) | Double beam floor structure | |
| CN102720356A (en) | Steel beam grid floor formwork system | |
| CN201953070U (en) | Repeatedly usable assembly type processing shed on building construction sites | |
| CN102704678A (en) | Shaping template for shear wall in deformation joint position of high-rise building | |
| CN103774838B (en) | A kind of construction of lift well assembling safe operation platform and using method | |
| CN204825965U (en) | Support system for basement roof subsides post -cast strip department | |
| CN205617789U (en) | Independent bearing structure of centre of form | |
| CN101694127B (en) | Formwork support system for steel frame structure cast-in-place concrete floorslabs | |
| CN103225396B (en) | Beam frame type construction template system | |
| CN204959795U (en) | Self -supporting does not have row no mould basement flat slab floor | |
| CN205574622U (en) | Support is stacked to alley formula reinforcing bar | |
| CN208965581U (en) | A kind of non-console mode tower crane platform | |
| CN103046743A (en) | High-rise conversion layer type steel concrete girder hanging type template supporting system and construction method | |
| CN102409845A (en) | Beam formwork supporting frame | |
| CN113123506B (en) | Prefabricated die-removal-free steel bar truss floor bearing plate based on uhpc and using method | |
| CN105113541A (en) | Self-supporting bent-frame-free and template-free basement beam-free floor and inverse construction method of same | |
| AU2018298511A1 (en) | Assembled building wall body and building house with combination of steel structure and concrete structure | |
| CN210263384U (en) | Connecting joint of reinforced concrete conversion column wrapped reinforced concrete conversion beam | |
| CN207392558U (en) | A kind of readily removable aluminium sheet floor support plate of steel bar girder | |
| CN208168087U (en) | A kind of dismountable floor plates system | |
| CN202787960U (en) | Steel girder grid floor formwork system | |
| CN202248900U (en) | Floorslab formwork supporting structure | |
| CN208363611U (en) | Girder with rolled steel section en cased in concrete, which pours, to be smash without support hung formwork structure |
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: 20161005 Termination date: 20170407 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |