CN204676864U - A kind of attaching lifting discharging platform monolith platform underframe and detachable lateral guardrail - Google Patents
A kind of attaching lifting discharging platform monolith platform underframe and detachable lateral guardrail Download PDFInfo
- Publication number
- CN204676864U CN204676864U CN201520166458.4U CN201520166458U CN204676864U CN 204676864 U CN204676864 U CN 204676864U CN 201520166458 U CN201520166458 U CN 201520166458U CN 204676864 U CN204676864 U CN 204676864U
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- platform
- bottom integrated
- junction plate
- guardrail
- lifting
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Abstract
The utility model provides a kind of Stability Analysis of Structures, be easy to install, the attaching lifting discharging platform monolith platform underframe of use safety and detachable lateral guardrail, comprise bottom integrated platform, side rail, front guardrail, lifting junction plate, pull bar junction plate, guide rail splice, described bottom integrated platform comprises channel-section steel girder, rectangular tube secondary joist, anti-skid design base plate, described side rail, front guardrail is arranged on the upper end of bottom integrated platform, described front guardrail is arranged on the side of two side rails, the bilateral symmetry of described bottom integrated platform is provided with lifting junction plate, on described side rail, junction plate is corresponding is provided with pull bar junction plate with lifting, the opposite side of two described side rails is corresponding with on bottom integrated platform is provided with guide rail splice.The utility model adopts fabricated structure, front guardrail, side rail is set to demountable structure, can transports after removal, decreases the space of transporting and taking, thus reduces freight.
Description
Technical field
The utility model relates to technical field of engineering machinery, particularly relates to a kind of attaching lifting discharging platform monolith platform underframe and detachable lateral guardrail.
Background technology
In engineering construction, usually use simple type discharging platform to carry out discharging turnover, although simple type discharging platform structure is simple, because be integrally welded, transport takes up room large, and cost is high; Other combination moulding mixture platform bottom platform are then too scattered, and the complicated work consuming of assembling procedure is consuming time, after assembling integral rigidity and intensity all not ideal enough, thus add the cost of engineering construction, and poor stability.
Summary of the invention
According to above technical problem, the utility model provides a kind of Stability Analysis of Structures, be easy to install, the attaching lifting discharging platform monolith platform underframe of use safety and detachable lateral guardrail, it is characterized in that: comprise bottom integrated platform, side rail, front guardrail, lifting junction plate, pull bar junction plate, guide rail splice, described bottom integrated platform comprises channel-section steel girder, rectangular tube secondary joist, anti-skid design base plate, described side rail, front guardrail is arranged on the upper end of bottom integrated platform, described front guardrail is arranged on the side of two side rails, the bilateral symmetry of described bottom integrated platform is provided with lifting junction plate, on described side rail, junction plate is corresponding is provided with pull bar junction plate with lifting, the opposite side of two described side rails is corresponding with on bottom integrated platform is provided with guide rail splice, described channel-section steel girder is rectangle frame, described channel-section steel girder and rectangular tube secondary joist weld together, described anti-skid design base plate is welded on the upper end of channel-section steel girder.
Described bottom integrated platform and side rail, front guardrail are bolted combination and install.
Described rectangular tube secondary joist has N number of, N >=2, and N number of described rectangular tube secondary joist be arranged in parallel.
The skeleton of described side rail is rectangular steel pipe, and the baffle plate of described side rail is 2 millimeters thick steel plates.
The beneficial effects of the utility model are: the utility model adopts fabricated structure, front guardrail, side rail is set to demountable structure, can transports after removal, decrease the space of transporting and taking, thus reduce freight; The practicality of rectangular tube keel further enhancing the intensity of bottom integrated platform, improves bending resistance non-deformability, lightweight, material consumption is few; Bottom integrated platform is welded formed an entirety by channel-section steel girder, rectangular tube secondary joist, anti-skid design base plate, the simple good integrity of technique, can effectively prevent loaded material from falling, be scattered in high-altitude when especially can effectively prevent fragmentary material from transporting, and ensures construction safety; And use rectangular steel pipe as the skeleton of side rail, and adopt the steel plate of 2 millimeters as the baffle plate of side rail, not only lightweight and effectively can prevent the impact of object opposite side guardrail in hoisting transportation, prevent material spilling.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is bottom view of the present utility model.
Detailed description of the invention
According to Fig. 1, Fig. 2, the utility model is further described:
As shown in Figure 1, Figure 2, bottom integrated platform-1, side rail-2, front guardrail-3, lifting junction plate-4, pull bar junction plate-5, guide rail splice-6, channel-section steel girder-7, rectangular tube secondary joist-8, anti-skid design base plate-9.
Embodiment 1
The utility model comprises bottom integrated platform 1, side rail 2, front guardrail 3, lifting junction plate 4, pull bar junction plate 5, guide rail splice 6, wherein, bottom integrated platform 1 comprises channel-section steel girder 7, rectangular tube secondary joist 8, anti-skid design base plate 9, channel-section steel girder 7, rectangular tube secondary joist 8, anti-skid design base plate 9 welds formation entirety, first lifting junction plate 4 is symmetricly set on the both sides of bottom integrated platform 1 during installation, by pull bar junction plate 5, junction plate 4 is corresponding is arranged on side rail 2 with lifting, then on the opposite side four guide rail splice 6 correspondences being arranged on two side rails 2 and bottom integrated platform 1, finally by side rail 2, front guardrail 3 is arranged on the upper end of bottom integrated platform 1, front guardrail 3 is made to be arranged on the side of two side rails 2.
Embodiment 2
During use, by lifting junction plate 4, pull bar junction plate 5, guide rail splice 6, the utility model is arranged on engineering site, what make that the utility model can be convenient, flexible moves up and down, protected from three goods in the face of the utility model by side rail 2, front guardrail 3, can effectively preventing loaded material from falling, ensure construction safety, side rail 2, front guardrail 3 can be dismantled when transporting the utility model, reduce transport space, thus decrease freight.
The above is only preferred embodiment of the present utility model; it should be pointed out that for those skilled in the art, under the prerequisite not departing from the utility model principle; can also make some improvement, these improvement also should be considered as protection domain of the present utility model.
Claims (4)
1. an attaching lifting discharging platform monolith platform underframe and detachable lateral guardrail, it is characterized in that: comprise bottom integrated platform, side rail, front guardrail, lifting junction plate, pull bar junction plate, guide rail splice, described bottom integrated platform comprises channel-section steel girder, rectangular tube secondary joist, anti-skid design base plate, described side rail, front guardrail is arranged on the upper end of bottom integrated platform, described front guardrail is arranged on the side of two side rails, the bilateral symmetry of described bottom integrated platform is provided with lifting junction plate, on described side rail, junction plate is corresponding is provided with pull bar junction plate with lifting, the opposite side of two described side rails is corresponding with on bottom integrated platform is provided with guide rail splice, described channel-section steel girder is rectangle frame, described channel-section steel girder and rectangular tube secondary joist weld together, described anti-skid design base plate is welded on the upper end of channel-section steel girder.
2., according to a kind of attaching lifting discharging platform monolith platform underframe according to claim 1 and detachable lateral guardrail, it is characterized in that: described bottom integrated platform and side rail, front guardrail are bolted combination and install.
3., according to a kind of attaching lifting discharging platform monolith platform underframe according to claim 1 and detachable lateral guardrail, it is characterized in that: described rectangular tube secondary joist has N number of, N >=2, N number of described rectangular tube secondary joist be arranged in parallel.
4., according to a kind of attaching lifting discharging platform monolith platform underframe according to claim 1 and detachable lateral guardrail, it is characterized in that: the skeleton of described side rail is rectangular steel pipe, the baffle plate of described side rail is 2 millimeters thick steel plates.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520166458.4U CN204676864U (en) | 2015-03-24 | 2015-03-24 | A kind of attaching lifting discharging platform monolith platform underframe and detachable lateral guardrail |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520166458.4U CN204676864U (en) | 2015-03-24 | 2015-03-24 | A kind of attaching lifting discharging platform monolith platform underframe and detachable lateral guardrail |
Publications (1)
Publication Number | Publication Date |
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CN204676864U true CN204676864U (en) | 2015-09-30 |
Family
ID=54176569
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201520166458.4U Expired - Fee Related CN204676864U (en) | 2015-03-24 | 2015-03-24 | A kind of attaching lifting discharging platform monolith platform underframe and detachable lateral guardrail |
Country Status (1)
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CN (1) | CN204676864U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106044661A (en) * | 2016-08-15 | 2016-10-26 | 陈妮娜 | Safety frame for building construction |
CN107587708A (en) * | 2017-09-22 | 2018-01-16 | 宁夏桥多美路桥钢模板科技有限公司 | Foldable high-altitude construction platform and high-altitude construction method |
-
2015
- 2015-03-24 CN CN201520166458.4U patent/CN204676864U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106044661A (en) * | 2016-08-15 | 2016-10-26 | 陈妮娜 | Safety frame for building construction |
CN106044661B (en) * | 2016-08-15 | 2018-05-04 | 山东港基建设集团有限公司 | A kind of construction safe frame |
CN107587708A (en) * | 2017-09-22 | 2018-01-16 | 宁夏桥多美路桥钢模板科技有限公司 | Foldable high-altitude construction platform and high-altitude construction method |
CN107587708B (en) * | 2017-09-22 | 2023-12-22 | 昌吉城建市政工程建设有限公司 | Foldable high-altitude construction platform and high-altitude construction method |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
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: 20150930 Termination date: 20200324 |