CN201649654U - Discharging platform for high-rise building construction - Google Patents
Discharging platform for high-rise building construction Download PDFInfo
- Publication number
- CN201649654U CN201649654U CN 201020000103 CN201020000103U CN201649654U CN 201649654 U CN201649654 U CN 201649654U CN 201020000103 CN201020000103 CN 201020000103 CN 201020000103 U CN201020000103 U CN 201020000103U CN 201649654 U CN201649654 U CN 201649654U
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- Prior art keywords
- discharging platform
- floor
- side bar
- bottom plate
- base plate
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Abstract
The utility model relates to a discharging platform for high-rise building construction. The discharging platform comprises upper and lower floor concrete edge beams arranged opposite and a bottom plate welded by channel steel. The discharging platform has the innovation points that: the bottom plate is arranged on the outer side of the lower floor concrete edge beam and welded and fixed with steel bar bolts in the lower floor concrete edge beam; and the upper floor concrete edge beam is provided with a steel wire rope for hanging the bottom plate. The discharging platform has the advantages that: the bottom plate extending out of the floor edge beam is arranged outside the building floor which needs to convey a material, and a hanging basket loaded with the material can be directly placed on the bottom plate and then conveyed to the floor by constructors when a crane conveys the material, so the danger that the constructors are taken out of the building is not caused. The discharging platform with the structure has simple structure, can be flexibly arranged on the outer side of each floor, and can be continuously recycled after detachment.
Description
Technical field
The utility model relates to a kind of high-building construction discharging platform, comprises upper and lower floor concrete side bar of arranging relatively and the base plate of being made by the channel-section steel welding.
Background technology
In building operations, building material need be transported to corresponding floor and construct, traditional method is to adopt the hanging basket that crane will be equipped with material to deliver to outside the corresponding floor, pull into hanging basket in the building by the constructor after, meanwhile, the operating personnel of crane control hanging basket and put down.It exists shortcoming to be: the operating personnel of crane must draw in hanging basket the constructor and put down hanging basket in a flash in the building, otherwise the constructor easily brings to outside the floor by the hanging basket of return, cause the accident.Also have some units in charge of construction to adopt vertical lift wells to transport material, but the position of vertical lift well is more fixing, can't cloth and the whole floor of building, there is certain limitation.
The utility model content
The technical problems to be solved in the utility model provides a kind of high-building construction discharging platform that can install and use and have the higher-security energy at each floor.
For solving the problems of the technologies described above, the technical solution of the utility model is: a kind of high-building construction discharging platform, comprise upper and lower floor concrete side bar of arranging relatively and the base plate of making by the channel-section steel welding, its innovative point is: all be embedded with the reinforcing bar bolt in the concrete side bar of described upper and lower floor, described base plate is located at down the concrete side bar outside of floor, and fixing with the reinforcing bar bolt welding in the layer concrete side bar of going downstairs; The described interior pre-buried reinforcing bar bolt end of concrete side bar of going up floor is an annular, and this steel hoop bolt hangs the outer end and the middle part of base plate respectively by wire rope.
Further, three limits away from side bar all are welded with guardrail on the described base plate.
Further, close order safety net is installed on the described guardrail.
Advantage of the present utility model is: by setting up the base plate that stretches out the floor side bar outside the floor that need transport material at building; when crane transports material; can directly the hanging basket that material is housed be placed on the base plate; transport back in the floor by the constructor again; the danger that the constructor is taken out of building can not appear; guardrail and close order safety net can the better protect constructor safety, improved safety factor.Adopt the discharging platform of this kind structure, simple in structure, can be set up in each floor outside flexibly, and can continue turnover after removing and use.
Description of drawings
Accompanying drawing is the structural representation of the utility model high-building construction discharging platform preferred embodiment.
The specific embodiment
As shown in drawings, the utility model relates to a kind of high-building construction discharging platform, comprises reinforcing bar bolt 1, reinforcing bar bolt 2, base plate 3, wire rope 4, wire rope 5, guardrail 6.
Be embedded with reinforcing bar bolt 1 and reinforcing bar bolt 2 respectively in the above-mentioned upper and lower floor concrete side bar of arranging relatively, described base plate 3 is made by the channel-section steel welding, the upper surface is covered with wooden scaffold floor, this base plate 3 is located at the outside of layer concrete side bar downstairs, and is fixing near an end and 2 welding of the reinforcing bar bolt in the side bar of side bar.Upstairs reinforcing bar bolt 1 end in the layer concrete side bar is an annular, is tied with the outer end that hangs base plate 3 respectively and the wire rope 4,5 at middle part on it.All be welded with guardrail 6 on three limits away from side bar on the base plate 3, and close order safety net is being installed on guardrail 6, can guarantee constructor's safety.
Claims (3)
1. high-building construction discharging platform, comprise upper and lower floor concrete side bar of arranging relatively and the base plate of making by the channel-section steel welding, it is characterized in that: all be embedded with the reinforcing bar bolt in the concrete side bar of described upper and lower floor, described base plate is located at down the concrete side bar outside of floor, and fixing with the reinforcing bar bolt welding in the layer concrete side bar of going downstairs; The described interior pre-buried reinforcing bar bolt end of concrete side bar of going up floor is an annular, and this steel hoop bolt hangs the outer end and the middle part of base plate respectively by wire rope.
2. high-building construction discharging platform according to claim 1 is characterized in that: three limits away from side bar on the described base plate all are welded with guardrail.
3. high-building construction discharging platform according to claim 1 is characterized in that: close order safety net is installed on the described guardrail.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201020000103 CN201649654U (en) | 2010-01-04 | 2010-01-04 | Discharging platform for high-rise building construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201020000103 CN201649654U (en) | 2010-01-04 | 2010-01-04 | Discharging platform for high-rise building construction |
Publications (1)
Publication Number | Publication Date |
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CN201649654U true CN201649654U (en) | 2010-11-24 |
Family
ID=43114883
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201020000103 Expired - Fee Related CN201649654U (en) | 2010-01-04 | 2010-01-04 | Discharging platform for high-rise building construction |
Country Status (1)
Country | Link |
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CN (1) | CN201649654U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102720360A (en) * | 2011-05-19 | 2012-10-10 | 陈永生 | Combination device of secondary high building supported lifted and poured cement formwork and building material lifting and lifting box |
CN103993728A (en) * | 2014-05-05 | 2014-08-20 | 泰兴市第一建筑安装工程有限公司 | Assembly-type section steel cantilever protective shed |
CN105178681A (en) * | 2015-09-07 | 2015-12-23 | 国网河南新安县供电公司 | Temporary worktable for steel tube tower |
CN105756334A (en) * | 2016-04-22 | 2016-07-13 | 成都市第七建筑工程公司 | High-rise building shape steel cantilever scaffold and unloading platform deflection safety monitoring pre-warning device and pre-warning method thereof |
-
2010
- 2010-01-04 CN CN 201020000103 patent/CN201649654U/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102720360A (en) * | 2011-05-19 | 2012-10-10 | 陈永生 | Combination device of secondary high building supported lifted and poured cement formwork and building material lifting and lifting box |
CN102720360B (en) * | 2011-05-19 | 2015-04-01 | 陈永生 | Combination device of secondary high building supported lifted and poured cement formwork and building material lifting and lifting box |
CN103993728A (en) * | 2014-05-05 | 2014-08-20 | 泰兴市第一建筑安装工程有限公司 | Assembly-type section steel cantilever protective shed |
CN103993728B (en) * | 2014-05-05 | 2015-11-25 | 泰兴市第一建筑安装工程有限公司 | A kind of assembling shaped steel is encorbelmented protection canopy |
CN105178681A (en) * | 2015-09-07 | 2015-12-23 | 国网河南新安县供电公司 | Temporary worktable for steel tube tower |
CN105756334A (en) * | 2016-04-22 | 2016-07-13 | 成都市第七建筑工程公司 | High-rise building shape steel cantilever scaffold and unloading platform deflection safety monitoring pre-warning device and pre-warning method thereof |
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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: 20101124 Termination date: 20140104 |