CN207144444U - A kind of Super High scaffold used for outwall construction - Google Patents
A kind of Super High scaffold used for outwall construction Download PDFInfo
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- CN207144444U CN207144444U CN201720626718.0U CN201720626718U CN207144444U CN 207144444 U CN207144444 U CN 207144444U CN 201720626718 U CN201720626718 U CN 201720626718U CN 207144444 U CN207144444 U CN 207144444U
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- overturn
- outwall
- support
- scaffold
- preventing
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- 238000010276 construction Methods 0.000 title claims abstract description 41
- 238000009434 installation Methods 0.000 claims description 9
- 239000002184 metal Substances 0.000 claims description 9
- 241000282326 Felis catus Species 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 230000006872 improvement Effects 0.000 description 8
- 230000008901 benefit Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 230000003028 elevating effect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000036544 posture Effects 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 238000009877 rendering Methods 0.000 description 1
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Abstract
The utility model provides a kind of Super High scaffold used for outwall construction, including：Overturn-preventing support, support between the upper floor and lower floor of high-rise building and close to the edge of the lower floor, the short transverse of the sidepiece of the overturn-preventing support along the overturn-preventing support is provided with multiple mounting seats；Encorbelment scaffold, be removably installed in the mounting seat and encorbelment in the sidepiece of the high-rise building.By the way that overturn-preventing support is moved to close to the edge of lower floor, so that the scaffold of encorbelmenting on overturn-preventing support is encorbelmented in the sidepiece of high-rise building, because the room support that topples is supported between upper floor and lower floor, integral construction device is located between upper and lower floor, without the erection construction frame on the outside of high-rise building, overall structure is simple, conveniently, utilization rate it is high, also improve efficiency of construction.
Description
Technical field
It the utility model is related to the realm of building construction, more particularly to a kind of Super High scaffold used for outwall construction.
Background technology
In construction of super highrise building, generally require artificially to construct to high-rise outside, such as：On the outside of steel pipe column
Fireproof concrete sprayed construction.And in view of high-rise uniqueness, on the outside of high-rise building building scaffold seems
It is unreasonable and dangerous.Therefore, the utility model arises at the historic moment.
Utility model content
In view of the foregoing, the utility model is intended to provide a kind of safe and stable, construction behaviour for being easily installed and operating
Make device, high-rise outside is artificially constructed to facilitate.
To achieve the above object, the utility model provides a kind of Super High scaffold used for outwall construction, including：
Overturn-preventing support, the overturn-preventing branch is set up on the lower floor and close to the outside of high-rise building, described
Support the upper floor in the high-rise building at the top of overturn-preventing support, the sidepiece of the overturn-preventing support is along the overturn-preventing
The short transverse of support is provided with multiple mounting seats；
Encorbelment scaffold, be removably installed in the mounting seat and encorbelment in the sidepiece of the high-rise building.
Take above technical scheme so that the utility model has following technique effect：
The utility model is by the way that overturn-preventing support is moved to close to the edge of lower floor so that on overturn-preventing support
Scaffold of encorbelmenting encorbelment in the sidepiece of high-rise building, because the room support that topples is supported between upper floor and lower floor, make
Obtaining integral construction device can be located between upper and lower floor, and can prevent overturn-preventing support from toppling, collapsing, and further make
Workmen does not have to the erection construction frame on the outside of high-rise building, overall structure is simple, conveniently, utilization rate it is high, also improve
Efficiency of construction.
The utility model Super High scaffold used for outwall construction further improvement is that, the overturn-preventing support be provided with lifting push up
Support, the lifting jacking are supported in the upper floor.Lifting jacking by lift adapt to not have between floor upper floor with
The distance between lower floor difference, suitability of the present utility model is improved with this.
The utility model Super High scaffold used for outwall construction further improvement is that, the overturn-preventing support body includes more root posts
And the crossbeam being connected between the adjacent column；The lifting jacking is on the column.Square rack possesses preferably
Stability, it is not easy to topple.
The utility model Super High scaffold used for outwall construction further improvement is that, be also associated with reinforcing between the column oblique
Support.Improve the structural strength of overturn-preventing support body.
The utility model Super High scaffold used for outwall construction further improvement is that, the column be provided with first threaded connection
Part, the lifting jacking are provided with the second threaded connector for being bolted in first threaded connector.According to the spy of threaded connection
Property, being spirally connected for the first threaded connector and the second threaded connector realize the elevating function of lifting jacking, overall structure is simple,
Convenient material drawing.
The utility model Super High scaffold used for outwall construction further improvement is that, the column is metal tube, described first
Threaded connector is the first thread segment of the inside pipe wall located at the metal tube, and the lifting jacking includes screw mandrel and located at described
On screw mandrel and taking over a business in the upper floor is supported, second threaded connector is second of the bar outer wall located at the screw mandrel
Thread segment.
The utility model Super High scaffold used for outwall construction further improvement is that, the mounting seat includes：Encorbelmented for described
Support plate that scaffold is shelved and the installing plate being detachably connected by installation bolt and the scaffold of encorbelmenting, the installing plate
It is connected to the support plate.Realize the detachable installation for scaffold of encorbelmenting so that scaffold of encorbelmenting is conveniently mounted to difference
In the mounting seat of height, the regulation of the height and position for scaffold of encorbelmenting is realized.
The utility model Super High scaffold used for outwall construction further improvement is that, the overturn-preventing frame bottom be provided with movement
Pulley.It is convenient to carry, use the utility model.
The utility model Super High scaffold used for outwall construction further improvement is that, the overturn-preventing support it is close described outstanding
The side for choosing scaffold is provided with cat ladder.Because overturn-preventing branch is set up in the inside of high-rise building, workmen is facilitated from super
High-rise internal enter carries out operation construction on scaffold of encorbelmenting.
Brief description of the drawings
Fig. 1 is the front view of the utility model Super High scaffold used for outwall construction.
Fig. 2 is the enlarged drawing at A in Fig. 1.
Fig. 3 is the enlarged drawing at B in Fig. 1.
Fig. 4 is the side view of the utility model Super High scaffold used for outwall construction.
Fig. 5 is the structural representation using renderings of the utility model Super High scaffold used for outwall construction.
Embodiment
Illustrate embodiment of the present utility model below by way of specific instantiation, those skilled in the art can be by this theory
Content disclosed by bright book understands other advantages and effect of the present utility model easily.The utility model can also be by addition
Different embodiments are embodied or practiced, and the various details in this specification can also be based on different viewpoints with answering
With, without departing from it is of the present utility model spirit under carry out various modifications or alterations.
Fig. 1, Fig. 2, Fig. 3, Fig. 4 and Fig. 5 are referred to, the utility model aims to provide a kind of Super High scaffold used for outwall construction,
Including：Supported on lower floor and at the top of the overturn-preventing support in the outside of high-rise building 3, overturn-preventing support in super
The upper floor 31 of skyscraper 3, the short transverse of the sidepiece of overturn-preventing support along the overturn-preventing support are provided with multiple mounting seats
16；It is removably installed in mounting seat 16 and encorbelments in the scaffold 2 of encorbelmenting of the sidepiece of high-rise building 3.The utility model
By the way that overturn-preventing support 1 is moved to close to the edge of lower floor 32 so that the scaffold 2 of encorbelmenting on overturn-preventing support 1
Encorbelment in the sidepiece of high-rise building 3, because the room support that topples is supported between upper floor 31 and lower floor 32 so that overall to apply
Frock, which is put, to be located between upper and lower floor, without used in the outside erection construction frame of high-rise building 3, overall structure is simple, side
Just, utilization rate is high, also improves efficiency of construction.
For the benefit of to the understanding of structure of the present utility model, illustrated below in conjunction with drawings and Examples:
Preferably, the top of overturn-preventing support 1 is provided with lifting jacking 14, lifting jacking 14 is supported in upper floor 31.Lifting
Jacking 14 adapts to not have to upper the distance between floor 31 and lower floor 32 difference between floor by lifting, and this reality is improved with this
With new suitability.
Preferably, overturn-preventing support is square rack, square rack includes more root posts 11 and is connected to adjacent upright posts 11
Between crossbeam 12；Jacking 14 is lifted on column 11.Pass through such a frame mode so that square rack possesses preferably steady
It is qualitative, it is not easy to topple.
Preferably, it is also associated with reinforcing diagonal brace 13 between column 11.The structural strength of overturn-preventing support is improved with this.
Preferably, column 11 is provided with the first threaded connector, lifting jacking 14, which is provided with, is bolted in the first threaded connector
Second threaded connector.According to the characteristic of threaded connection, the first threaded connector realizes with being spirally connected for the second threaded connector
The elevating function of jacking 14 is lifted, overall structure is simple, convenient material drawing.
Preferably, column 11 is metal tube, the first threaded connector is the first spiral shell of the inside pipe wall located at the metal tube
Line section, lifting jacking 14 include screw mandrel 141 and on the screw mandrel 141 and support and take over a business 142 in the upper floor 31, the
Two threaded connectors are the second thread segment of the bar outer wall located at the screw mandrel 141.Or column 11 is screw mandrel 141, lifting top
Support 14 includes a metal tube and on metal tube and supports and take over a business 142 in the upper floor 31, further, the first screw thread
Section is located at the bar outer wall of the screw mandrel 141, and the second thread segment is located at the inside pipe wall of metal tube.
Preferably, mounting seat 16 includes：The support plate 161 shelved for scaffold 2 of encorbelmenting and by installation bolt with encorbelmenting
The installing plate 162 that scaffold 2 is detachably connected, installing plate 162 are connected to support plate 161.Realize the removable of scaffold 2 of encorbelmenting
Unload installation so that scaffold 2 of encorbelmenting is conveniently mounted in the mounting seat 16 of different height, realizes the height for scaffold 2 of encorbelmenting
The regulation of position.Preferably, installing plate 162 is set square, and the first perforation worn for installation bolt is offered on set square, is hanged
The second perforation for offering on scaffold 2 and being worn for installation bolt is chosen, the first perforation is punched through installation bolt realization with second
It is detachably connected.
Preferably, the bottom of overturn-preventing support 1 is provided with mobile pulley 15.It is convenient to carry, use the utility model.It is preferred that
, mobile pulley 15 is the Universal pulley that can be braked.
Preferably, the overturn-preventing support 1 is provided with cat ladder 17 close to the side of the scaffold 2 of encorbelmenting.Because anti-dumping
The inside that support 1 is located at high-rise building 3 is covered, facilitating workmen, that scaffold 2 of encorbelmenting is entered inside Super High is enterprising
Row operation construction.
Preferably.Scaffold 2 of encorbelmenting includes outrigger platform and encloses the protection network 22 on outrigger platform.Further,
Outrigger platform includes encorbelment base 21 and the landing slab on base 21 of encorbelmenting being installed in mounting seat 16.Preferably, hang
It is the logical overhanging frame structure made in side to choose base 21, and the side that the second perforation is opened in overhanging frame structure leads to.
Using above technical scheme, have the advantages that：
The utility model is by the way that overturn-preventing support 1 is moved to close to the edge of lower floor 32 so that located at overturn-preventing branch
Scaffold 2 of encorbelmenting on frame 1 is encorbelmented in the sidepiece of high-rise building 3, due to room topple support support in upper floor 31 with downstairs
Between plate 32 so that integral construction device can be located between upper and lower floor 32, applied without being set up used in the outside of high-rise building 3
The movements and postures of actors, overall structure is simple, conveniently, utilization rate it is high, also improve efficiency of construction.
It should be noted that structure, ratio, size depicted in this specification institute accompanying drawings etc., only coordinating
Content disclosed in bright book, so that those skilled in the art understands and reads, being not limited to the utility model can implement
Qualifications, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size,
In the case where not influenceing the effect of the utility model can be generated and the purpose that can reach, all should still fall disclosed in the utility model
Technology contents obtain and can cover in the range of.Meanwhile in this specification it is cited as " on ", " under ", "left", "right", " in
Between " and " one " etc. term, be merely convenient to understanding for narration, and be not used to limit the enforceable scope of the utility model, its
Relativeness is altered or modified, in the case where changing technology contents without essence, when being also considered as the enforceable category of the utility model
Those skilled in the art can make a variety of changes to the utility model according to the above description.Thus, not
On the premise of violating claim objective of the present utility model, some details in embodiment should not be formed to of the present utility model
Limit, the utility model will be used as protection domain using the scope that appended claims define.
Claims (9)
- A kind of 1. Super High scaffold used for outwall construction, it is characterised in that including：Overturn-preventing support, the overturn-preventing branch are set up in downstairs on plate and close to the outside of high-rise building, the overturn-preventing branch Support the upper floor in the high-rise building at the top of frame, the height of the sidepiece of the overturn-preventing support along the overturn-preventing support Degree direction is provided with multiple mounting seats；Encorbelment scaffold, be removably installed in the mounting seat and encorbelment in the sidepiece of the high-rise building.
- 2. Super High scaffold used for outwall construction according to claim 1, it is characterised in that：The overturn-preventing is additionally provided with lifting top Support, the lifting jacking are supported in the upper floor.
- 3. Super High scaffold used for outwall construction according to claim 2, it is characterised in that：The overturn-preventing support includes more and stood Post and the crossbeam being connected between the adjacent column；The lifting jacking is on the column.
- 4. Super High scaffold used for outwall construction according to claim 3, it is characterised in that：It is also associated with reinforcing between the column Diagonal brace.
- 5. Super High scaffold used for outwall construction according to claim 3, it is characterised in that：The column is provided with the first threaded connection Part, the lifting jacking are provided with the second threaded connector for being bolted in first threaded connector.
- 6. Super High scaffold used for outwall construction according to claim 5, it is characterised in that：The column is metal tube, described One threaded connector is the first thread segment of the inside pipe wall located at the metal tube, and the lifting jacking includes screw mandrel and located at institute State on screw mandrel and support taking over a business in the upper floor, second threaded connector is the of the bar outer wall located at the screw mandrel Two thread segments.
- 7. Super High scaffold used for outwall construction according to claim 1, it is characterised in that：The mounting seat includes：For described outstanding Choose the support plate that scaffold is shelved and the installing plate being detachably connected by installation bolt and the scaffold of encorbelmenting, the installation Plate is connected to the support plate.
- 8. Super High scaffold used for outwall construction according to claim 1, it is characterised in that：The overturn-preventing frame bottom, which is provided with, moves Movable pulley.
- 9. Super High scaffold used for outwall construction according to claim 1, it is characterised in that：The overturn-preventing support close to described The encorbelment side of scaffold is provided with cat ladder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720626718.0U CN207144444U (en) | 2017-06-01 | 2017-06-01 | A kind of Super High scaffold used for outwall construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720626718.0U CN207144444U (en) | 2017-06-01 | 2017-06-01 | A kind of Super High scaffold used for outwall construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207144444U true CN207144444U (en) | 2018-03-27 |
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ID=61670820
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720626718.0U Expired - Fee Related CN207144444U (en) | 2017-06-01 | 2017-06-01 | A kind of Super High scaffold used for outwall construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207144444U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111441600A (en) * | 2020-05-19 | 2020-07-24 | 山西省工业设备安装集团有限公司 | Formwork reinforcement structure of construction site passage corridor platform |
-
2017
- 2017-06-01 CN CN201720626718.0U patent/CN207144444U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111441600A (en) * | 2020-05-19 | 2020-07-24 | 山西省工业设备安装集团有限公司 | Formwork reinforcement structure of construction site passage corridor platform |
| CN111441600B (en) * | 2020-05-19 | 2024-05-31 | 山西省安装集团股份有限公司 | Building site passageway corridor platform template reinforced structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| 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: 20180327 |