CN202187539U - Slope platform operation scaffold for high-rise building - Google Patents
Slope platform operation scaffold for high-rise building Download PDFInfo
- Publication number
- CN202187539U CN202187539U CN 201120279203 CN201120279203U CN202187539U CN 202187539 U CN202187539 U CN 202187539U CN 201120279203 CN201120279203 CN 201120279203 CN 201120279203 U CN201120279203 U CN 201120279203U CN 202187539 U CN202187539 U CN 202187539U
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- China
- Prior art keywords
- vertical rod
- slope soil
- slope
- flat field
- scaffold
- 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
- 239000002689 soil Substances 0.000 claims abstract description 32
- 238000010408 sweeping Methods 0.000 claims description 10
- 238000010276 construction Methods 0.000 abstract description 11
- 230000009977 dual effect Effects 0.000 abstract 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 229910052742 iron Inorganic materials 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000032258 transport Effects 0.000 description 2
- 241000538562 Banjos Species 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002932 luster Substances 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 239000000523 sample Substances 0.000 description 1
- GOLXNESZZPUPJE-UHFFFAOYSA-N spiromesifen Chemical compound CC1=CC(C)=CC(C)=C1C(C(O1)=O)=C(OC(=O)CC(C)(C)C)C11CCCC1 GOLXNESZZPUPJE-UHFFFAOYSA-N 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model relates to a high-rise building sloping field platform operation scaffold frame, its pole setting includes flat field pole setting and side slope pole setting, the flat field pole setting is isometric, sets up on the flat field of level, the side slope pole setting is from side slope soil body bottom according to side slope soil body slope setting, and its length changes along side slope soil body slope, the horizon bar is close to the side slope soil body section and hangs out the support body, and inserts the side slope soil body. The scaffold simultaneously satisfies construction operation and unearthed passageway dual function, and is safe high-efficient, but the scaffold of wide application in the hillside fields construction sets up.
Description
Technical field
The utility model relates to a kind of scaffold, the scaffold of particularly a kind of high-rise building construction when the hillside fields.
Background technology
Scaffold is an auxiliary construction device commonly used in the building operations; Common scaffold form is to be arranged on smooth field on the ground; Its form is the frame form of rectangle, for hillside fields hand-dug pile foundation's construction, traditional scaffold can't satisfy the soil body in the slope stake digging process transport with excavation pile construction in the functional requirement of required work plane; Therefore, the scaffold form that needs a kind of novel adaptation hillside fields of design to construct.
The utility model content
The purpose of the utility model provides a kind of high-rise building hillside fields platform operations scaffold, solve that traditional scaffold can't adapt in the foundation construction of hillside fields that the soil body transports and the operation of cutting the earth in the less technical problem of work plane.
For realizing above-mentioned purpose, the utility model adopts following technical scheme:
A kind of high-rise building hillside fields platform operations scaffold is set up according to the slope soil gradient between the flat field place, the support body of comprise vertical rod, the bar of sweeping the floor, horizon bar and bridging being formed and be laid on the operation platform plate on the support body; Said vertical rod is provided with at interval, and the said bar vertical posts of sweeping the floor is arranged on the vertical rod bottom, and said horizon bar vertical posts is provided with along the vertical rod short transverse at interval; Interplanar that said horizon bar surrounds or the close operation platform plate that is covered with; Said vertical rod comprises flat field vertical rod and side slope vertical rod, and said flat field vertical rod is isometric, is arranged on smooth flat field field on the ground; Said side slope vertical rod is provided with according to the slope soil gradient from the slope soil bottom; Its length is along the slope soil slope change, and said horizon bar is near the slope soil section support body of encorbelmenting, and inserts slope soil.
Said bridging is arranged on the support body side elevation or/and positive facade.
Said support body deviates from the slope soil face and is supported with hound.
The plane that said horizon bar surrounds is provided with and links bar.
Compared with prior art the utlity model has following characteristics and beneficial effect:
The said scaffold support body of the utility model is set up according to domatic situation flexibly, and double operation platform and the unearthed passage done of support body made things convenient for the hillside fields excavation pile construction when guaranteeing construction safety.
The said scaffold support body of the utility model working security is high, workable, satisfy construction period, improved the efficiency of construction of highrise building hillside fields hand excavated pile.
The utility model can be widely used in the scaffold building in the construction of hillside fields.
Description of drawings
Below in conjunction with accompanying drawing the utility model is done further detailed explanation.
Fig. 1 is the utility model vertical view.
Fig. 2 is the A-A sectional view of Fig. 1.
Fig. 3 is the lateral view of Fig. 1.
Reference numeral: sweep the floor bar, 3-horizon bar, 4-bridging, 5-of the vertical rod of 1-flat field, 2-links bar, the vertical rod of 6-side slope, 7-hound, 8-flat field place, 9-slope soil, 10-operation platform plate.
The specific embodiment
Embodiment is referring to Fig. 1～shown in Figure 3, and a kind of high-rise building hillside fields platform operations scaffold is set up according to slope soil 9 gradients between flat field place 8; The support body of comprise vertical rod, the bar 2 of sweeping the floor, horizon bar 3 and bridging 4 being formed and be laid on the operation platform plate on the support body; Said vertical rod is provided with at interval, and said bar 2 vertical posts of sweeping the floor are arranged on the vertical rod bottom, and said horizon bar 3 vertical posts are provided with along the vertical rod short transverse at interval; Interplanar that said horizon bar surrounds or the close operation platform plate 10 that is covered with; It is characterized in that: said vertical rod comprises flat field vertical rod 1 and side slope vertical rod 6, and said flat field vertical rod 1 is isometric, is arranged on the smooth flat field place 8; Said side slope vertical rod 6 is provided with according to the slope soil gradient from the slope soil bottom; Its length is along the slope soil slope change, and said horizon bar 3 is near the slope soil section support body of encorbelmenting, and inserts slope soil 9.
Said bridging 4 is arranged on the support body side elevation or/and positive facade.
Said support body deviates from the slope soil face and is supported with hound 7.
The plane that said horizon bar surrounds is provided with and links bar 5.
The step of setting up of scaffold is: (A) leveling is tamped the flat field place and is repaired slope soil; The vertical rod bottom must flatten in cleaning, and compacting, forbids substrate for loosening the soil.Must dig out the plane during side slope position top vertical rod, carry out chock then and lay.Can build thickness if necessary and be not less than the thick C15 concrete of 60mm, side slope vertical rod position is not less than 600mm apart from the side slope top curve.(B) fill up chock on the ground in the flat field field of leveling compacting; Chock can adopt the elongated setting of the long wooden springboard of the wide 4m of 300mm, or area is not less than the plank place mat that 0.15 ㎡, thickness are not less than 50mm.(C) according to design pitch upright flat field vertical rod on chock; The flat field vertical rod is set up must vertically should have the people to observe in the outside and adjustment when standing the flat field vertical rod.The flat field vertical pole ' s span is following: flat field vertical rod array pitch is 0.8 ~ 1.0m, and the flat distance of flat field vertical rod is 1.2m, and the vertical joint of flat field vertical rod adopts banjo fixing butt jointing, and joint location staggers 50%, and step pitch is arranged according to 1.5m in principle.(D) on slope soil by the slope vertical rod of flat field vertical pole ' s span and requirement stile.(E) in the position apart from flat field place 0.2m, vertical posts is provided with one and encloses the bar of sweeping the floor; The side slope upper pright stanchion should carry out the part and strengthen in the time vertically can not satisfying this condition, the bar perforation setting of strengthening sweeping the floor should not be less than three and stride.(F) along the highly parallel bar of sweeping the floor of vertical rod horizon bar is set at interval, the bar of finally sweeping the floor, horizon bar and vertical rod form scaffold frame; Peripheral rod end exceeds platform absolute altitude 1.2m, and every 600mm is provided with one horizon bar and firmly connects with vertical rod, and seals with wood plywood.(G) in scaffold frame vertical and horizontal side bridging is set all; 45 ° ~ 60 ° at bridging steel pipe angle of inclination, the joint lap length is 1m, joint location adopts 3 rotary buckles to connect.Bridging must be connected with the vertical rod of its process, and the tie point of brace and vertical rod lowest part overhead should not be greater than 500 ㎜.Facade must completely be established bridging outside scaffold, and every striding at a distance from 5 ~ 8 is provided with bridging in the support body, at support body bottom, middle part, tip position, horizontal cross brace is set respectively strengthens.(H) safe blanket net is installed on the scaffold below operation layer is walked guidance tape; (I) with the scaffold of shoveling operating platform flush position on completely spread operation layer and walk guidance tape; Accomplish tight, firm, pave, spread steady, forbidden on the shelf to stay the monolithic scaffold floor, forbidden to have the probe plate, wooden springboard joint location is necessary for two cross bars, wooden springboard stretches out supporting steel pipe length must not be greater than 30mm, the gap must not be greater than 20mm between wooden springboard.The iron wire of colligation must not corrosion.(J) foot guard plate is set continuously around the layer of corridor; It is the plank of 180mm that foot guard plate adopts width, brushes paint red and white, and with iron nail and iron wire fixation.(K) the operation layer altitude range outside completely hangs Dense mesh screen.Dense mesh screen adopts the green Dense mesh screen of the consistent 2m of color and luster * 6m, and the operation layer altitude range outside is full to hang, and is every all firm with pricking the silk colligation with outrigger at a distance from fixing hole.Dense mesh screen hangs necessary stretching, extension, smooth, and the junction is seamless.Forbid to use breakage, contaminated and rotten Dense mesh screen.
Claims (4)
1. high-rise building hillside fields platform operations scaffold; Set up according to slope soil (9) gradient that is positioned between the flat field place (8), comprise vertical rod, the support body of the bar of sweeping the floor (2), horizon bar (3) and bridging (4) composition and be laid on the operation platform plate on the support body, said vertical rod is provided with at interval; The said bar of sweeping the floor (2) vertical posts is arranged on the vertical rod bottom; Said horizon bar (3) vertical posts is provided with along the vertical rod short transverse at interval, interplanar that said horizon bar surrounds or the close operation platform plate (10) that is covered with, and it is characterized in that: said vertical rod comprises flat field vertical rod (1) and side slope vertical rod (6); Said flat field vertical rod (1) is isometric; Be arranged on the smooth flat field place (8), said side slope vertical rod (6) is provided with according to the slope soil gradient from the slope soil bottom, and its length is along the slope soil slope change; Said horizon bar (3) is near the slope soil section support body of encorbelmenting, and inserts slope soil (9).
2. high-rise building according to claim 1 hillside fields platform operations scaffold is characterized in that: said bridging (4) is arranged on the support body side elevation or/and positive facade.
3. high-rise building according to claim 1 hillside fields platform operations scaffold is characterized in that: said support body deviates from the slope soil face and is supported with hound (7).
4. high-rise building according to claim 1 hillside fields platform operations scaffold is characterized in that: the plane that said horizon bar surrounds is provided with and links bar (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120279203 CN202187539U (en) | 2011-08-03 | 2011-08-03 | Slope platform operation scaffold for high-rise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120279203 CN202187539U (en) | 2011-08-03 | 2011-08-03 | Slope platform operation scaffold for high-rise building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202187539U true CN202187539U (en) | 2012-04-11 |
Family
ID=45918998
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120279203 Expired - Fee Related CN202187539U (en) | 2011-08-03 | 2011-08-03 | Slope platform operation scaffold for high-rise building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202187539U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103615101A (en) * | 2013-11-06 | 2014-03-05 | 苏州金螳螂建筑装饰股份有限公司 | Ultra-high atrium frame body decomposition extension protective frame system |
| CN104032758A (en) * | 2014-05-26 | 2014-09-10 | 中国建筑第八工程局有限公司 | Reinforcement construction method for ultrahigh slope in abandoned pit |
| CN105908959A (en) * | 2016-04-27 | 2016-08-31 | 中建局集团建设发展有限公司 | Scaffold base structure at structural ramp, scaffold and construction method thereof |
| CN107119576A (en) * | 2017-06-28 | 2017-09-01 | 中交路桥华南工程有限公司 | Pier construction security protection platform |
| CN111411634A (en) * | 2020-03-20 | 2020-07-14 | 上海二十冶建设有限公司 | Method for manual hole digging pile operation on slope |
| CN114046063A (en) * | 2021-11-12 | 2022-02-15 | 山东金城建设有限公司 | Load channel system installed on foundation pit slope |
-
2011
- 2011-08-03 CN CN 201120279203 patent/CN202187539U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103615101A (en) * | 2013-11-06 | 2014-03-05 | 苏州金螳螂建筑装饰股份有限公司 | Ultra-high atrium frame body decomposition extension protective frame system |
| CN104032758A (en) * | 2014-05-26 | 2014-09-10 | 中国建筑第八工程局有限公司 | Reinforcement construction method for ultrahigh slope in abandoned pit |
| CN104032758B (en) * | 2014-05-26 | 2016-08-24 | 中国建筑第八工程局有限公司 | Extra-high reinforced construction method in discarded pit |
| CN105908959A (en) * | 2016-04-27 | 2016-08-31 | 中建局集团建设发展有限公司 | Scaffold base structure at structural ramp, scaffold and construction method thereof |
| CN107119576A (en) * | 2017-06-28 | 2017-09-01 | 中交路桥华南工程有限公司 | Pier construction security protection platform |
| CN114197325A (en) * | 2017-06-28 | 2022-03-18 | 中交路桥华南工程有限公司 | Pier shaft construction safety protection platform |
| CN111411634A (en) * | 2020-03-20 | 2020-07-14 | 上海二十冶建设有限公司 | Method for manual hole digging pile operation on slope |
| CN114046063A (en) * | 2021-11-12 | 2022-02-15 | 山东金城建设有限公司 | Load channel system installed on foundation pit slope |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120411 Termination date: 20120803 |