CN203755568U - Combined height-adjustable support for overlength roof slab construction - Google Patents
Combined height-adjustable support for overlength roof slab construction Download PDFInfo
- Publication number
- CN203755568U CN203755568U CN201420102974.6U CN201420102974U CN203755568U CN 203755568 U CN203755568 U CN 203755568U CN 201420102974 U CN201420102974 U CN 201420102974U CN 203755568 U CN203755568 U CN 203755568U
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- support
- platform
- adjustment height
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- 238000010276 construction Methods 0.000 title claims abstract description 32
- 230000001105 regulatory effect Effects 0.000 claims description 2
- 239000000463 material Substances 0.000 abstract description 5
- 230000007547 defect Effects 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 3
- 238000000576 coating method Methods 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 3
- 238000000465 moulding Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model provides a combined height-adjustable support for overlength roof slab construction, and relates to the field of environment-friendly construction equipment, in particular to a combined height-adjustable support of an on-site forming device for overlength roof slab construction. In the prior art, on-site ground forming and manual vertical transport are adopted for most of roof slab construction, or installation is achieved by hoisting roof slabs to a roof by means of a support made of a special material. The main defects of the methods include that a large amount of labor needs to be consumed in manual transport, engineering construction cost is increased, aloft work amount and work risks are increased, and coatings of slab surfaces are prone to being damaged. In order to solve the technical problems, the combined height-adjustable support comprises a first standard section, a second standard section, a height-adjustable section, a first platform, a second platform and accessories, and is characterized in that all combined components are not longer than 9 m, supporting columns are connected through high-strength bolt flange plates, suppurating rods, braces and the supporting columns are connected through a connection plate and common bolts, and turn buckles are adopted so that the braces serve as tension devices.
Description
Technical field:
The utility model technology relates to Green environmental-protection building apparatus field, specifically refers to over-long roof plate job site former combined type adjustment height rack platform.
Background technology:
The construction of current steel-structure factory building overlength (>20m) roof panel mostly adopts field ground moulding, artificial vertical transportation or uses speciality support and lifts the method for installing to roofing.Such construction method major defect has:
1,, because of roof panel overlength (>20m) and the insufficient strength of plate own, on-the-spot artificial transportation need expend a large amount of manpowers, has increased Construction Cost;
2, super long board can only be realized vertical transport at the mount wall space of building conventionally, and this has just increased the horizontal transport distance of sheet material at roofing (high-altitude), has greatly increased workman's amount of high-altitude operation and operating risk;
3, because transportation range is long, very easily plate finishing coat is caused to the service life of damaging thereby reducing roofing Coil Coating Products, make workmanship be difficult to guarantee.
Summary of the invention:
For above-mentioned defect, for solving the problems of the technologies described above, the purpose of this utility model is to provide a kind of over-long roof plate construction combined type adjustment height support, comprise by standard paragraphs one, standard paragraphs two, adjustment height section, platform one, platform two and Accessory Members and forming, it is characterized in that, all combined member single-piece length is no more than 9m, the connection of propping up intercolumniation adopts high-strength bolt flange to connect, strut, support adopt a junction plate plain bolt to be connected with an intercolumniation, wherein support and adopt flower basket bolt as tensioning apparatus.
Standard paragraphs one comprises by pillar, support, strut and forming, all with bolts between each parts, adjusts standard paragraphs one number of plies height of platform one is regulated.
Standard paragraphs two is characterised in that and comprises by pillar, support, strut and forming, and each parts are all with bolts, and the number of plies of adjusting standard paragraphs two regulates the height of platform two.
Adjustment height section is characterised in that and comprises by pillar, landing beam and forming, and each parts are all with bolts, adjusts the connecting bolt hole site of the junction plate on landing beam two and pillar the height of platform two is finely tuned.
Platform one be characterised in that comprise by landing beam one, railing, landing slab assembled.Be used for putting color coil of strip.
Platform two be characterised in that comprise by landing beam two, railing, landing slab assembled.Be used for putting watt equipment of pressure, after this holder combination completes, form integral body, can adopt mobile crane that integral support is lifted and moved.
Accessory Members mainly contains stair and wind is pulled rope, and stair are installed on the utility model and lean on platform side one by one.Wind is pulled rope and is being arranged on 12 meters and 18 class places.
By this platform of crane gear detachable and possess certain rigidity can integrated moving, make overlength color steel roof plate directly in high-altitude moulding, and directly arrive near installation site after moulding, reduce to greatest extent the rehandling distance of sheet material, and then the damaged probability of minimizing roof panel, workmanship is guaranteed.Because this platform can be arranged on the optional position on building cornice line, the section construction of installing for roof panel provides the possible of realization.
Each parameters of operating part:
| Member title | Pillar | Strut | Landing beam one | Landing beam two | Support |
| Member section | Ф159x6 | Ф89x3.5 | HN300x150 | HN350x175 | Ф16 |
The utility model compared with prior art, under equal construction operation condition, can reduce to greatest extent the secondary damage that conventional construction method causes roof panel, the section construction of installing for roof panel provides the possible of realization, and then greatly improve the construction speed of roof panel installing engineering, save the construction period.
Accompanying drawing explanation:
Fig. 1 is original industrial premises over-long roof plate work progress schematic diagram;
Fig. 2 is combined type adjustment height supporting structure schematic diagram for the construction of the utility model over-long roof plate;
Fig. 3 is that the construction of the utility model over-long roof plate is used schematic diagram with combined type adjustment height support.
The specific embodiment:
Visible with reference to accompanying drawing 1, accompanying drawing 2, accompanying drawing 3, these a practical new industrial premises over-long roof plate 16 constructions make original over-long roof plate 16 construction technologies that basic transformation occur with the application of combined type adjustment height watt machine equipment platform.Original construction technology makes the installation of roof panel from the gable end of building, start to install successively, the method construction speed slowly, cannot section construction and the long need of roof panel transportation range expend a large amount of human costs, and the sliding friction between slide rail very easily causes secondary damage, construction quality to be difficult to guarantee to roof panel 16.
The object of this practical technology is to provide a kind of over-long roof plate construction combined type adjustment height support, comprise by standard paragraphs 1, standard paragraphs 22, adjustment height section 3, platform 1, platform 25 and Accessory Members form, all combined member single-piece length is no more than 9m, the connection that pillar is 6 adopts high-strength bolt flange 7 to connect, strut 8, supporting 9 adopts junction plate 10 plain bolts to be connected with 6, pillar, wherein support 9 employing flower basket bolts as tensioning apparatus, standard paragraphs 1 comprises by pillar 6, support 9, strut 8 forms, all with bolts between each parts, adjusting standard paragraphs one 1 numbers of plies regulates the height of platform one.Standard paragraphs 22 comprises by pillar 6, supports 9, strut 8 forms, and each parts are all with bolts, and the number of plies of adjusting standard paragraphs 22 regulates the height of platform two.Adjustment height section 3 comprises by pillar 6, landing beam 11 and forming, and each parts are all with bolts, adjusts the connecting bolt hole site of the junction plate 10 on landing beam 25 and pillar 6 height of platform 25 is finely tuned.Platform 1 comprises by landing beam 1, railing 13, landing slab 15 assembled.Be used for putting color coil of strip; The utility model left side is provided with stair 14, is convenient to personnel upper and lower; Platform two be characterised in that comprise by landing beam 25, railing 13, landing slab 15 assembled.Be used for putting and press watt equipment 17, after this holder combination completes, form integral body, can adopt mobile crane that integral support is lifted and moved.This practical over-long roof plate construction makes the construction of over-long roof plate 16 become relatively easy with the application of combined type adjustment height support, roof panel 16 formers can be arranged on the optional position on building roof 18 both sides cornice lines, make sheet material without vertical transport and the distance of greatly having reduced horizontal transport, reduce to greatest extent the risk of sheet material secondary damage, and can to roofing, carry out section construction according to the position at building shrinkage joint 19, greatly improve efficiency of construction.
Claims (6)
1. an over-long roof plate is constructed with combined type adjustment height support, comprise by standard paragraphs one, standard paragraphs two, adjustment height section, platform one, platform two and Accessory Members and forming, it is characterized in that, all combined member single-piece length is no more than 9m, the connection of propping up intercolumniation adopts high-strength bolt flange to connect, strut, support adopt a junction plate plain bolt to be connected with an intercolumniation, wherein support and adopt flower basket bolt as tensioning apparatus.
2. a kind of over-long roof plate according to claim 1 is constructed with combined type adjustment height support, it is characterized in that, standard paragraphs one comprises by pillar, support, strut and forming, all with bolts between each parts, adjusts standard paragraphs one number of plies height of platform one is regulated.
3. a kind of over-long roof plate according to claim 1 is constructed with combined type adjustment height support, it is characterized in that, standard paragraphs two is characterised in that and comprises by pillar, support, strut and forming, and each parts are all with bolts, and the number of plies of adjusting standard paragraphs two regulates the height of platform two.
4. a kind of over-long roof plate according to claim 1 is constructed with combined type adjustment height support, it is characterized in that, adjustment height section comprises by pillar, landing beam and forming, each parts are all with bolts, adjust the connecting bolt hole site of the junction plate on landing beam two and pillar the height of platform two is finely tuned.
5. combined type adjustment height support for the construction of a kind of over-long roof plate according to claim 1, is characterized in that, platform one comprises by landing beam one, railing, landing slab assembled.
6. a kind of over-long roof plate construction combined type adjustment height support according to claim 1, is characterized in that, Accessory Members mainly contains stair and wind is pulled rope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420102974.6U CN203755568U (en) | 2014-03-09 | 2014-03-09 | Combined height-adjustable support for overlength roof slab construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420102974.6U CN203755568U (en) | 2014-03-09 | 2014-03-09 | Combined height-adjustable support for overlength roof slab construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203755568U true CN203755568U (en) | 2014-08-06 |
Family
ID=51250859
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420102974.6U Expired - Lifetime CN203755568U (en) | 2014-03-09 | 2014-03-09 | Combined height-adjustable support for overlength roof slab construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203755568U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104499659A (en) * | 2014-12-26 | 2015-04-08 | 高凯 | Mobile plate paving equipment and method |
| CN104895260A (en) * | 2015-04-01 | 2015-09-09 | 陈伟冬 | Prestressed arched plate high-altitude casting and translation process |
-
2014
- 2014-03-09 CN CN201420102974.6U patent/CN203755568U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104499659A (en) * | 2014-12-26 | 2015-04-08 | 高凯 | Mobile plate paving equipment and method |
| CN104895260A (en) * | 2015-04-01 | 2015-09-09 | 陈伟冬 | Prestressed arched plate high-altitude casting and translation process |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 411100 Jinhai Road, Jiuhua demonstration area, Xiangtan, Hunan 1 Patentee after: HUNAN JINHAI STEEL STRUCTURE CO.,LTD. Address before: 415300 Jinhai Road, Jiuhua demonstration area, Xiangtan, Hunan 1 Patentee before: HUNAN JINHAI STEEL STRUCTURE Co.,Ltd. |
|
| CP03 | Change of name, title or address | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140806 |
|
| CX01 | Expiry of patent term |