CN202745354U - Toolized discharging steel platform - Google Patents
Toolized discharging steel platform Download PDFInfo
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- CN202745354U CN202745354U CN201220334300XU CN201220334300U CN202745354U CN 202745354 U CN202745354 U CN 202745354U CN 201220334300X U CN201220334300X U CN 201220334300XU CN 201220334300 U CN201220334300 U CN 201220334300U CN 202745354 U CN202745354 U CN 202745354U
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Abstract
The utility model discloses a toolized discharging steel platform. A discharging platform is manufactured by adopting materials of channel steel, anti-skid steel plates and the like, and is fixed on a building main body structure through steel wire ropes, discharging clips and bolts, and is surrounded and sealed in three surfaces by adopting steel pipes, buckling elements and steel plates; meanwhile, two short steel pipes are buried in advance on a floor so as to fix the steel platform horizontally; when the high rise building structures are in construction, the transportation issue of revolving materials, such as mold plates, can be solved by the toolized discharging steel platform provided by the utility model, and the safety is ensured; and the toolized discharging steel platform is toolized, is simple to manufacture, guarantees quality easily, and is convenient and flexible to mount and dismount during the construction process.
Description
Technical field
The utility model relates to a kind of steel platform for material unloading, the tool-type that relates in particular to a kind of material for the high-building construction turnover transportation steel platform of encorbelmenting.
Background technology
Traditional discharging platform is to adopt steel tube fastener to set up to land platform to carry out material turnover and transportation, and steel pipe lands platform and restricted by its method, and scaffolding height can not be too high, and scaffolding height is too high, and center of gravity is just too high, and, there is larger potential safety hazard in poor stability.Along with the raising of building construction technology, building height also improves constantly, and traditional fall discharging platform and can't meet construction requirement, needs a kind of not only safety but also manufacture discharging platform easily is installed is replaced, and the steel platform of encorbelmenting arises at the historic moment.But the currently used steel platform size specification of encorbelmenting differs, to make material and also vary, mounting method is multifarious especially, brings a lot of potential safety hazards.As large especially as some steel platform size, primary-secondary beam is selected less than normal, and inferior case bay is excessive, the wire rope setting angle is too small, the fixing potential safety hazard such as not firm of anchor point on wire rope.
Rise along with Building Trade in China, highrise building is increasing, can't adopt traditional steel pipe discharging platform of falling, as adopt the more existing steel platform of encorbelmenting, have again larger potential safety hazard, in the urgent need to one safe, easy to make, the steel platform of encorbelmenting easily is installed.
Summary of the invention
The problems referred to above that exist for solving prior art, the purpose of this utility model is to provide a kind of tool-type steel platform for material unloading, and it is during for Construction of High-rise, the high-altitude Turnoverplatform of the turnover materials such as template, steel pipe, fastener and unloading a little.
The problems referred to above that exist for solving prior art, the utility model can be solved by the following technical programs:
A kind of tool-type steel platform for material unloading, comprise girder, secondary beam, wire rope and bolt, girder and secondary beam are welded as a whole, the above covers checkered plates and forms the steel platform, this steel platform is fixed by reinforced concrete wall or the reinforced concrete post of wire rope and bolt and constructure body structure, and this wire rope effectively is connected with unloading clip by open pore steel plate with the steel platform; Be reserved with short steel pipes simultaneously on reinforced concrete floor, carry out steel platform horizontal direction by a steel pipe and right-angle coupler and fix, at the downside of steel platform girder, adopt channel-section steel to carry out spacing, on steel platform for material unloading, adopt steel pipe, right-angle coupler and steel plate to carry out three faces and seal protection.
As further feature of the present utility model, be provided with a determining deviation between described steel tube poles, steel pipe transverse is established two roads; The positive facade of described steel platform for material unloading is provided with the reserved opening do not sealed.
As further feature of the present utility model, the reinforced concrete wall by wire rope and bolt and constructure body structure or post be fixedly the time, reserved sleeve pipe, and bolt is housed, and be fixed with double nut.
As further feature of the present utility model, after the turn of bilge termination of described steel wire penetrating bolt and the pre-drilled cavity of steel plate, adopt unloading clip to be fixed, each fixed point, unloading clip adopts 4, and one of them is oppositely fixing; When wire rope is installed fixedly, angle θ is controlled at 45 ° to 60 °.
As further feature of the present utility model, the quantity of described wire rope, bolt and open pore steel plate is 2.
As further feature of the present utility model, a lifting rope is respectively installed in steel platform both sides.
Owing to adopting above technical scheme, tool-type steel platform for material unloading of the present utility model, can solve the transportation problem of the turnover material such as template, and guarantee safety, and the utility model tool, makes simply, easily ensures the quality of products, and in work progress, peace is torn open conveniently, flexibly.
The accompanying drawing explanation
Fig. 1 is integral installation schematic diagram of the present utility model.
Fig. 2 is mounting plane schematic diagram of the present utility model.
Fig. 3 is side elevation schematic diagram of the present utility model.
The specific embodiment
Below in conjunction with specific embodiment, further set forth embodiment of the present utility model.Should be understood that these embodiment only are not used in restriction scope of the present utility model for the utility model is described.Should be understood that in addition those skilled in the art can make various changes or modifications the utility model after the content of having read the utility model instruction, these equivalent form of values fall within the application's appended claims limited range equally.
As Figure 1-3, a kind of tool-type steel platform for material unloading in the present embodiment, size dimension is: wide 2500mm, protruded length is 4000mm, and 2 girder 1 anchorage lengths are 1000mm, and the discharging platform total length is 5000mm.In the processing place, girder and secondary beam are formed to an integral body by electric welding, the above covers the rear welding of 3mm checkered plates 5 and forms the steel platform, bolt 9 by wire rope 7 and diameter 25 is fixing with reinforced concrete wall or the reinforced concrete post 13 of constructure body structure, and wire rope 7 effectively is connected with unloading clip 8 with the open pore steel plate 12 of steel platform by wide 150mm, thick 4mm.Reserved short steel pipes 11 on reinforced concrete floor simultaneously, adopting steel pipe 3 and right-angle coupler 4 to carry out steel platform horizontal direction fixes, downside at steel platform girder 1, adopt channel-section steel 10 to carry out spacing, on steel platform for material unloading, adopt steel pipe 3, right-angle coupler 4 and the thick steel plate 6 of 1mm to carry out three faces and seal protection, protection height 1200mm.
Steel pipe 3 vertical pole ' s spans are 1000mm, and steel pipe 3 is laterally established two roads, highly are respectively 600mm and 1200mm, and at the positive facade of steel platform for material unloading, the reserved opening that reserved size is 800 Х 600 does not seal.
The utility model sleeve pipe that first reserved internal diameter is 25mm when constructing with agent structure reinforced concrete wall or post 13 by wire rope 7 and bolt 9, after stripping, erection bolt 9, and be fixed with double nut.After wire rope 7 pre-drilled cavity through the turn of bilge termination of bolt 9 and 4mm steel plate 12, adopt unloading clip 8 to be fixed jail, each fixed point, unloading clip 8 should adopt 4, and one of them be oppositely to fix.When wire rope 7 is installed fixedly, angle θ 14 should be controlled at 45 ° to 60 °.Adopt inside and outside two wire rope 7, two bolts 9 and two thick open pore steel plates 12 of 4mm to be fixed, the outside is stressed wire rope, and inboard is insurance steel cable.The open pore steel plate 12 that another 4mm is thick is located at inboard, steel platform when lifting, lifting rope is fixed on open pore steel plate 12 that inboard 4mm is thick and the thick open pore steel plate 12 of the arbitrary 4mm in the outside, and a lifting rope is respectively installed in steel platform both sides, can carry out the lifting of steel platform.
Steel platform for material unloading allowable bearing evenly distributed load in the present embodiment is 1KN/m
2, the maximum material load 6KN that stacks
.
Claims (6)
1. a tool-type steel platform for material unloading, comprise girder, secondary beam, wire rope and bolt, it is characterized in that: girder and secondary beam are welded as a whole, after the above covers checkered plates, welding forms the steel platform, this steel platform is fixed by reinforced concrete wall or the reinforced concrete post of wire rope and bolt and constructure body structure, and this wire rope effectively is connected with unloading clip by open pore steel plate with the steel platform; Be reserved with short steel pipes simultaneously on reinforced concrete floor, carry out steel platform horizontal direction by a steel pipe and right-angle coupler and fix, at the downside of steel platform girder, adopt channel-section steel to carry out spacing, on steel platform for material unloading, adopt steel pipe, right-angle coupler and steel plate to carry out three faces and seal protection.
2. steel platform for material unloading according to claim 1, it is characterized in that: be provided with a determining deviation between described steel tube poles, steel pipe transverse is established two roads; The positive facade of described steel platform for material unloading is provided with the reserved opening do not sealed.
3. steel platform for material unloading according to claim 1 and 2 is characterized in that: the reinforced concrete wall by wire rope and bolt and constructure body structure or post be fixedly the time, reserved sleeve pipe, and bolt is housed, and be fixed with double nut.
4. steel platform for material unloading according to claim 3 is characterized in that: after the turn of bilge termination of described steel wire penetrating bolt and the pre-drilled cavity of steel plate, adopt unloading clip to be fixed, and each fixed point, unloading clip adopts 4, and one of them be oppositely to fix; When wire rope is installed fixedly, angle θ is controlled at 45 ° to 60 °.
5. steel platform for material unloading according to claim 4, it is characterized in that: the quantity of described wire rope, bolt and open pore steel plate is 2.
6. steel platform for material unloading according to claim 5, it is characterized in that: a lifting rope is respectively installed in described steel platform both sides.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201220334300XU CN202745354U (en) | 2012-07-11 | 2012-07-11 | Toolized discharging steel platform |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201220334300XU CN202745354U (en) | 2012-07-11 | 2012-07-11 | Toolized discharging steel platform |
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CN202745354U true CN202745354U (en) | 2013-02-20 |
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Application Number | Title | Priority Date | Filing Date |
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CN201220334300XU Expired - Fee Related CN202745354U (en) | 2012-07-11 | 2012-07-11 | Toolized discharging steel platform |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103993738A (en) * | 2014-05-16 | 2014-08-20 | 江苏省华建建设股份有限公司 | Floor penetrating and anchoring type overhanging unloading steel platform |
CN107313597A (en) * | 2017-08-28 | 2017-11-03 | 安徽宝业建工集团有限公司 | Modularization ready-package discharging platform for assembled architecture |
-
2012
- 2012-07-11 CN CN201220334300XU patent/CN202745354U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103993738A (en) * | 2014-05-16 | 2014-08-20 | 江苏省华建建设股份有限公司 | Floor penetrating and anchoring type overhanging unloading steel platform |
CN107313597A (en) * | 2017-08-28 | 2017-11-03 | 安徽宝业建工集团有限公司 | Modularization ready-package discharging platform for assembled architecture |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130220 Termination date: 20210711 |
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CF01 | Termination of patent right due to non-payment of annual fee |