CN207863438U - Lifting scaffold device suitable for variable section structure column - Google Patents
Lifting scaffold device suitable for variable section structure column Download PDFInfo
- Publication number
- CN207863438U CN207863438U CN201721880867.6U CN201721880867U CN207863438U CN 207863438 U CN207863438 U CN 207863438U CN 201721880867 U CN201721880867 U CN 201721880867U CN 207863438 U CN207863438 U CN 207863438U
- Authority
- CN
- China
- Prior art keywords
- cross bar
- truss
- column
- twisted rope
- card slot
- 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
- 238000003032 molecular docking Methods 0.000 claims abstract description 4
- 238000009434 installation Methods 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 12
- 230000009545 invasion Effects 0.000 abstract description 5
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000009415 formwork Methods 0.000 abstract description 2
- 239000000463 material Substances 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 238000003466 welding Methods 0.000 description 2
- FGRBYDKOBBBPOI-UHFFFAOYSA-N 10,10-dioxo-2-[4-(N-phenylanilino)phenyl]thioxanthen-9-one Chemical compound O=C1c2ccccc2S(=O)(=O)c2ccc(cc12)-c1ccc(cc1)N(c1ccccc1)c1ccccc1 FGRBYDKOBBBPOI-UHFFFAOYSA-N 0.000 description 1
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 1
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model belongs to construction Construction Formwork ＆ Scaffold Technology field, more particularly to a kind of lifting scaffold device suitable for variable section structure column, including column, truss and cross bar, two groups of truss are arranged in parallel, planar rectangular frame structure is connected and composed by cross bar between truss, uprights vertical rectangular frame structure is connected at the docking of truss and cross bar, the adjusting rod being connected with for adjusting truss spacing is pulled and pushed in the cross bar, the end of wherein side cross bar is equipped with lifting gear, lifting gear includes twisted rope, bolster stake and twisted rope fixed seat, cross bar is equipped with card slot, the push plate that can move freely is equipped in card slot, twisted rope one end is connect with twisted rope fixed seat, the other end is connect across bolster stake with push plate.The device can freely adjust depth width, with the variable cross-section requirement of commensurate structure column, ensure that scaffold fits closely always with column alien invasion, construction personnel can be effectively prevent to step on empty or material leakage security risk.
Description
Technical field
The utility model belongs to construction Construction Formwork ＆ Scaffold Technology field, and in particular to a kind of vertical suitable for variable section structure
The lifting scaffold device of column.
Background technology
With the propulsion of urbanization, high-rise building emerges one after another, and therefore, scaffold is widely used in external wall, inside
Finishing or the higher place that can not directly construct of floor height.It is needed due to building structure objective demand or based on aesthetics, it is more and more
Building show polymorphic structure, the multiple variable cross-section of agent structure alien invasion, and traditional scaffold is mostly stationary structure, i.e.,
From the bottom to top without section deformation, it can not ensure scaffold back cover version and main structure body lateral surface is seamless is close to, can not achieve foot hand
Frame frame body is totally-enclosed to the level of structure construction operating surface, may cause operating surface high-altitude junk during main body construction, cause
There are security risks for work surface and periphery construction environment.
Invention content
The utility model, due to the scrambling in section, leads to foot hand to solve variable section structure column in construction
It matches not in place between frame and structural upright, there are problems that security risk, and then provide and a kind of being suitable for variable section structure
The lifting scaffold device of column.
The utility model adopts the following technical solution：
A kind of lifting scaffold device suitable for variable section structure column, including column, truss and cross bar, two groups of truss
It is arranged in parallel, planar rectangular frame structure is connected and composed by cross bar between truss, uprights vertical rectangular frame structure is connected to
At the docking of truss and cross bar, the adjusting rod being connected with for adjusting truss spacing, wherein side cross bar are pulled and pushed in the cross bar
End lifting gear is installed, lifting gear includes twisted rope, bolster stake and twisted rope fixed seat, and cross bar is equipped with card slot, card slot
Interior equipped with the push plate that can move freely, twisted rope fixed seat is installed on one end of card slot, and twisted rope one end connect with twisted rope fixed seat, is another
One end is connect across bolster stake with push plate.
The truss is equipped with several lateral adjustments holes for adjusting cross bar installation site, adjusts cross bar and different cross
It is connected to adjustment hole, then can accordingly adjust the distance between adjusting rod.
The column is equipped with several vertical adjustment holes for adjusting truss installa-tion position, makes cross bar by lifting gear
With truss constitute rectangular frame integral elevating and connect with the vertical adjustment hole of corresponding height.
The utility model has the advantages that：
The device can freely adjust depth width, with the variable cross-section requirement of commensurate structure column, ensure scaffold and column
Alien invasion fits closely always, and construction personnel can be effectively prevent to step on empty or material leakage security risk；Meanwhile it can using lifting gear
Make the planar rectangular frame fast lifting that truss and cross bar are constituted that can effectively improve and apply to meet the construction requirement of different height
Work efficiency rate, and lifting process can design as needed（Such as, vertical adjustment hole is designed as continuous notch type）Continuously to lift, into
What one step ensured special-shaped variable cross-section column fits closely construction.
Description of the drawings
Fig. 1 is the dimensional structure diagram of the utility model；
In figure：1- truss, 2- columns, 3- cross bars, 4- adjusting rods, 5- vertical adjustments hole, 6- lateral adjustments hole, 7- card slots,
8- push plates, 9- twisted ropes, 10- bolster stakes, 11- twisted rope fixed seats.
Specific implementation mode
In conjunction with attached drawing, specific embodiment of the present utility model is described further：
Lifting scaffold device suitable for variable section structure column as shown in Figure 1, including column 2, truss 1 and cross bar
3, two groups of truss 1 are arranged in parallel, and planar rectangular frame structure, 2 vertical rectangle of column are connected and composed by cross bar 3 between truss 3
Frame structure is connected at the docking of truss 1 and cross bar 3, and the tune being connected with for adjusting 1 spacing of truss is pulled and pushed in the cross bar 3
The end of pole 4, wherein side cross bar 3 is equipped with lifting gear, and lifting gear includes that twisted rope 9, bolster stake 10 and twisted rope are fixed
Seat 11, cross bar 3 are equipped with card slot 7, are equipped with the push plate 8 that can move freely in card slot 7, twisted rope fixed seat 11 is installed on card slot 7
One end, 9 one end of twisted rope is connect with twisted rope fixed seat 11, the other end is connect across bolster stake 10 with push plate 8.
Because the fixed seat of lifting gear is mounted on notch, and card slot is provided on cross bar, is twisted when pulling
When rope, cross bar（Rectangular frame）It can be lifted with twisted rope, achieve the purpose that adjust scaffold height, while can using pull adjusting rod
The width for adjusting rectangular frame, with the variable cross-section requirement of commensurate structure column.
Wherein, truss, cross bar, column and its card slot make using channel steel, i.e., as shown in Figure 1, two channel steels are parallel
Setting constitutes side cross bar, then pair sets the channel steel at one group of interval again between cross bar channel steel, and the distance between channel steel constitutes card
Slot.
Frequent because alien invasion changes using the device effective solution, timber support all-steel climbing frame back cover plate cannot achieve water
The flat totally-enclosed object strike injury for leading to falling object from high altitude, causing to Contraction in Site personnel.By the adjusting knot for spot-check formula
Structure makes the back cover plate combination curved surface turnover panel of scaffold that horizontal protective is fitted together perfectly always with structure alien invasion, does not interspace.
The risk for greatly reducing falling object from high altitude ensure that the safety of site operation environment.Simultaneously because using screw connection mode,
Effectively avoid due to overhead welding operation, welding slag flash caused by fire hazard.
Claims (3)
1. a kind of lifting scaffold device suitable for variable section structure column, including column（2）, truss（1）And cross bar（3）,
Two groups of truss（1）It is arranged in parallel, truss（3）Between pass through cross bar（3）Connect and compose planar rectangular frame structure, column（2）It hangs down
Straight rectangular frame structure is connected to truss（1）And cross bar（3）Docking at, the cross bar（3）It inside pulls and pushes and is connected with for adjusting
Truss（1）The adjusting rod of spacing（4）, it is characterised in that：Wherein side cross bar（3）End lifting gear is installed, lifting dress
It sets including twisted rope（9）, bolster stake（10）With twisted rope fixed seat（11）, cross bar（3）It is equipped with card slot（7）, card slot（7）Interior be equipped with can
Free-moving push plate（8）, twisted rope fixed seat（11）It is installed on card slot（7）One end, twisted rope（9）One end and twisted rope fixed seat
（11）Connection, the other end are across bolster stake（10）With push plate（8）Connection.
2. the lifting scaffold device according to claim 1 suitable for variable section structure column, it is characterised in that：It is described
Truss（1）It is equipped with several for adjusting cross bar（3）The lateral adjustments hole of installation site（6）.
3. the lifting scaffold device according to claim 2 suitable for variable section structure column, it is characterised in that：It is described
Column（2）It is equipped with several for adjusting truss（1）The vertical adjustment hole of installation site（5）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721880867.6U CN207863438U (en) | 2017-12-28 | 2017-12-28 | Lifting scaffold device suitable for variable section structure column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721880867.6U CN207863438U (en) | 2017-12-28 | 2017-12-28 | Lifting scaffold device suitable for variable section structure column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207863438U true CN207863438U (en) | 2018-09-14 |
Family
ID=63463536
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721880867.6U Expired - Fee Related CN207863438U (en) | 2017-12-28 | 2017-12-28 | Lifting scaffold device suitable for variable section structure column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207863438U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111270851A (en) * | 2020-04-10 | 2020-06-12 | 山西四建集团有限公司 | Scaffold reinforcing apparatus for building with regulatory function |
-
2017
- 2017-12-28 CN CN201721880867.6U patent/CN207863438U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111270851A (en) * | 2020-04-10 | 2020-06-12 | 山西四建集团有限公司 | Scaffold reinforcing apparatus for building with regulatory function |
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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: 20180914 |