CN206902768U - A kind of post-cast strip adjustable supporting - Google Patents
A kind of post-cast strip adjustable supporting Download PDFInfo
- Publication number
- CN206902768U CN206902768U CN201720670788.6U CN201720670788U CN206902768U CN 206902768 U CN206902768 U CN 206902768U CN 201720670788 U CN201720670788 U CN 201720670788U CN 206902768 U CN206902768 U CN 206902768U
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- post
- cast strip
- internal thread
- thread sleeve
- 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.)
- Active
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides a kind of practical post-cast strip adjustable supporting, it includes the supporting steel pipe of support, is welded in the bedplate of supporting steel pipe lower end, is set in the internal thread sleeve of supporting steel pipe upper end, the screw rod in internal thread sleeve is screwed, and is welded in the jacking plate of screw rod upper end；The external diameter of the internal thread sleeve is more than the internal diameter of supporting steel pipe, and its guiding ring part that at least one end setting is stretched into supporting steel pipe；The shank of rotation regulation is provided with the outer wall of the internal thread sleeve, multiple connecting holes passed through for connector are set on the bedplate.The utility model is compact-sized, can be repeatedly used during routine building thing late poured band support, can be revolving strong, and cost absorption is low, and economic benefit is higher.
Description
Technical field
Building auxiliary placing installation technical field is the utility model is related to, more particularly, to a kind of post-cast strip adjustable support
Device.
Background technology
With the fast development of China's economy, people's living standards continue to improve, the high speed development of urban construction, build
Land used is more and more in short supply, makes full use of underground and aboveground space to propose higher requirement.In face of building large spatial structure, set
Post-cast strip is to prevent cast in place reinforced bar from mixing in construction to eliminate because of unfavorable factor caused by the reasons such as foundation, temperature
Xtah Crude Clay structure is stayed to set and applied temporarily due to temperature, the uneven issuable harmful cracks of contraction according to design or job specfication requirement
Work is stitched, if structure is temporarily divided into stem portion, before basement roof is unclosed, post-cast strip both sides contignation will form outstanding
Choose component.By construction experience for many years, usual post-cast strip often occur in construction beam slab basal crack, beam slab deformation, after
Pour New-old concrete at band and join eliminating impurities difficulty, concrete slag inclusion etc. in position novel concrete evagination and spillage, post-cast strip
Quality problems；Simultaneously traditional post-pouring zone construction process to template, steel pipe occupancy is big, holding time is grown, the big obstruction of space-consuming
Other process constructions.Presently used fastener type steel pipe shuttering supporting is uneconomical, space hold amount is big, and potential safety hazard is larger；Steel
Reinforced concrete support column difficulty of construction is big, effect is low, cost is high；Type steel support difficulty of construction is big, recycling rate is small.
Utility model content
The shortcomings that the utility model overcomes in the prior art, there is provided a kind of floor space is small, and use cost is low, safety
Property is high, anti-minibus is good, practical and convenient disassembly post-cast strip adjustable supporting.
In order to solve the above-mentioned technical problem, the utility model is achieved through the following technical solutions：
A kind of post-cast strip adjustable supporting, include the supporting steel pipe of support, be welded in the bottom of supporting steel pipe lower end
Seat board, the internal thread sleeve of supporting steel pipe upper end is set in, screws the screw rod in internal thread sleeve, and be welded in screw rod upper end
Jacking plate；The external diameter of the internal thread sleeve is more than the internal diameter of supporting steel pipe, and its at least one end setting is stretched into supporting steel pipe
It is oriented to ring part；The shank of rotation regulation is provided with the outer wall of the internal thread sleeve, multiple confessions are set on the bedplate
The connecting hole that connector passes through.
Preferably, the upper surface of the jacking plate is provided with non-slip texture.
Preferably, the bedplate is square or circular.
Preferably, the jacking plate is square or circular.
Preferably, the length of the screw rod is 500mm.
Preferably, the supporting steel pipe uses seamless steel pipe of the wall thickness for 6mm.
Compared with prior art, the utility model has the following advantages that：
（1）The utility model manufacture craft is simple, can be processed and formed at one time in factory, and Assembling technique is simple, convenient；
One time investment cost is relatively low, and economic and practical constructing operation is easy；Resistance to overturning is relatively strong, coordinates adjustable structure, to meet difference
Requirement of the floor height to supported rod erecting height；The utility model is installed and reinforced simply, is convenient to mount and dismount, is improved production efficiency, is saved
Man power and material, it can be repeatedly used during routine building thing late poured band support, can be revolving strong, cost absorption is low,
High financial profit.
（2）In the utility model is trans-regional where post-cast strip（Particularly span is larger）Few area is only taken up, should
After support meanss installation, template construction, which is located at the scaffold of post-cast strip region and template, to reach form removal in concrete strength
All removed after intensity, increase indoor horizontal space during main structure construction, vertical direction spatial, carried for other working procedures
Preceding offer operating surface, operating space, effectively raise space utilization rate, and the effect of effectively pushing is played to duration control.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the required accompanying drawing used is briefly described in description of the prior art, it should be apparent that, drawings in the following description are only
It is some embodiments of the utility model, for those of ordinary skill in the art, before creative labor is not paid
Put, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of internal thread sleeve in Fig. 1.
Fig. 3 is schematic diagram when the utility model is constructed.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is paid
The every other embodiment obtained, belong to the scope of the utility model protection.
Post-cast strip adjustable supporting shown in Fig. 1-3, include the supporting steel pipe 1 of support, be welded under supporting steel pipe 1
The bedplate 2 at end, the internal thread sleeve 3 of the upper end of supporting steel pipe 1 is set in, screws the screw rod 4 in internal thread sleeve 3, and welding
Jacking plate 5 in the upper end of screw rod 4；The external diameter of the internal thread sleeve 3 is more than the internal diameter of supporting steel pipe 1, and its one end sets and stretched into
Guiding ring part 6 in supporting steel pipe 1；The shank 7 of rotation regulation, the bottom are provided with the outer wall of the internal thread sleeve 3
Multiple connecting holes passed through for connector are set on seat board 2（Not shown in figure）.
The upper surface of the jacking plate 5 is provided with non-slip texture（Not shown in figure）, it is ensured that do not slided during support regulation
Move.
The bedplate 2 can be the suitable shapes such as square or circular, use thickness to be made up of 10mm steel plate.
The jacking plate 5 can be the suitable shapes such as square or circular, use thickness to be made up of 10mm steel plate.
The length of the screw rod 4 is preferably 500mm, and the building for substantially meeting all kinds of floor heights is practical.
The supporting steel pipe 1 preferably uses seamless steel pipe of the wall thickness for 6mm.
In use, this supporting arrangement assembles by loud, high-pitched sound, its internal thread sleeve is adjusted, its total height is less than building storey height,
Then bedplate is fixedly connected with bottom plate 10 by connector, then adjusts the beam column that internal thread sleeve makes jacking plate hold out against top
20 both can, then reverse operating during dismounting.
Obviously guiding ring part can also be respectively provided with interior silk braid cylinder both ends, its both ends is coordinated with supporting steel pipe,
With stronger versatility and ease for use.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model
Within the spirit and principle of utility model, any modification, equivalent substitution and improvements made etc., the utility model should be included in
Protection domain within.
Claims (10)
- A kind of 1. post-cast strip adjustable supporting, it is characterised in that：Supporting steel pipe including support, is welded in supporting steel pipe The bedplate of lower end, the internal thread sleeve of supporting steel pipe upper end is set in, screws the screw rod in internal thread sleeve, and be welded in spiral shell The jacking plate of bar upper end；The external diameter of the internal thread sleeve is more than the internal diameter of supporting steel pipe, and support is stretched into its at least one end setting Guiding ring part in steel pipe；The shank of rotation regulation is provided with the outer wall of the internal thread sleeve, is set on the bedplate Put multiple connecting holes passed through for connector.
- 2. post-cast strip adjustable supporting according to claim 1, it is characterised in that：The upper surface of the jacking plate is set There is non-slip texture.
- 3. post-cast strip adjustable supporting according to claim 1 or claim 2, it is characterised in that：The bedplate to be square or It is circular.
- 4. post-cast strip adjustable supporting according to claim 1 or claim 2, it is characterised in that：The jacking plate to be square or It is circular.
- 5. post-cast strip adjustable supporting according to claim 3, it is characterised in that：The jacking plate is square or circle Shape.
- 6. post-cast strip adjustable supporting according to claim 1 or claim 2, it is characterised in that：The length of the screw rod is 500mm。
- 7. post-cast strip adjustable supporting according to claim 3, it is characterised in that：The length of the screw rod is 500mm.
- 8. post-cast strip adjustable supporting according to claim 4, it is characterised in that：The length of the screw rod is 500mm.
- 9. post-cast strip adjustable supporting according to claim 1 or claim 2, it is characterised in that：The supporting steel pipe uses wall Thickness is 6mm seamless steel pipe.
- 10. post-cast strip adjustable supporting according to claim 3, it is characterised in that：The supporting steel pipe uses wall thickness For 6mm seamless steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720670788.6U CN206902768U (en) | 2017-06-11 | 2017-06-11 | A kind of post-cast strip adjustable supporting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720670788.6U CN206902768U (en) | 2017-06-11 | 2017-06-11 | A kind of post-cast strip adjustable supporting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206902768U true CN206902768U (en) | 2018-01-19 |
Family
ID=61287604
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720670788.6U Active CN206902768U (en) | 2017-06-11 | 2017-06-11 | A kind of post-cast strip adjustable supporting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206902768U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109149497A (en) * | 2018-10-16 | 2019-01-04 | 洪火权 | Using the cable ditch construction method of integral movable type plate device |
| CN110700276A (en) * | 2019-10-24 | 2020-01-17 | 深圳市福田建安建设集团有限公司 | Post-cast strip pre-arranged strut foundation pit waist beam inner support conversion system and construction method |
-
2017
- 2017-06-11 CN CN201720670788.6U patent/CN206902768U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109149497A (en) * | 2018-10-16 | 2019-01-04 | 洪火权 | Using the cable ditch construction method of integral movable type plate device |
| CN110700276A (en) * | 2019-10-24 | 2020-01-17 | 深圳市福田建安建设集团有限公司 | Post-cast strip pre-arranged strut foundation pit waist beam inner support conversion system and construction method |
| CN110700276B (en) * | 2019-10-24 | 2021-07-13 | 深圳市福田建安建设集团有限公司 | Post-cast strip pre-arranged strut foundation pit waist beam inner support conversion system and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102979304B (en) | Construction method of double shear wall formworks at deformation joint of high-rise building | |
| CN203462583U (en) | Super high-rise exposed column foot | |
| CN206616862U (en) | Formwork root bracing means | |
| CN212534174U (en) | Raft foundation steel bar supporting tool | |
| CN206902768U (en) | A kind of post-cast strip adjustable supporting | |
| CN206545386U (en) | Sheet metal forming formwork drops in a kind of toilet | |
| CN206289945U (en) | A kind of assembled Portable safety crosshead | |
| CN205188812U (en) | Rail guard template | |
| CN208668959U (en) | A kind of mold support device overlapping board post poured band | |
| CN204098487U (en) | Gear-like curved wall pilaster template | |
| CN103669566B (en) | The construction method of the steel reinforced concrete pedestal on large span grid roof | |
| CN207685855U (en) | A kind of anti-anti-floating large steel moulding plate device that inclines of cast-in-place concrete retaining wall | |
| CN205677156U (en) | Hang mould special utility supporting steel bar | |
| CN114717956A (en) | Bridge pier column diaphragm construction umbrella-type support system | |
| CN206070809U (en) | ALC steam-pressing aero-concretes batten inclines curtain wall structure | |
| CN111809792B (en) | Assembled precast concrete wallboard | |
| CN205711974U (en) | A kind of Retaining Wall | |
| CN212983875U (en) | Building construction is with building foundation ditch bearing structure convenient to installation demolishs | |
| CN104908150B (en) | A kind of piping shaft making template and the method based on factorial praluction piping shaft | |
| CN207673006U (en) | A kind of horizontal convex concrete construction joint hangs mould support device | |
| CN207847151U (en) | The telescopic support device to cornice for installing exterior wall | |
| CN203891449U (en) | Wall connecting piece for wall connection of scaffold | |
| CN208219724U (en) | A kind of bracing means for preventing diaphram wall from settling | |
| CN209585348U (en) | Workshop section's shear wall sliding push mode peace tears formwork system open after deformation joint | |
| CN207988499U (en) | A kind of building template supporting rod |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |