CN202209051U - Discharging platform for high-rise building construction - Google Patents
Discharging platform for high-rise building construction Download PDFInfo
- Publication number
- CN202209051U CN202209051U CN2011203003639U CN201120300363U CN202209051U CN 202209051 U CN202209051 U CN 202209051U CN 2011203003639 U CN2011203003639 U CN 2011203003639U CN 201120300363 U CN201120300363 U CN 201120300363U CN 202209051 U CN202209051 U CN 202209051U
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Abstract
The utility model relates to a discharging platform for high-rise building construction, which comprises two main beams, two auxiliary beams and a discharging platform. The two parallel auxiliary beams are respectively and perpendicularly connected onto the two parallel main beams to form a rectangular bottom frame with one open end. One side of a frame body of the bottom frame is utilized to be designed into a basket type discharging platform. The front ends of the main beams are provided with steel wire rope hanging rings and fixedly connected with round steel hanging rings embedded in an upper-layer concrete beam, and the rear ends of the main beams extend outwards and are connected with round steel garter springs embedded in a floor, so the discharging platform can be quickly installed for use. The discharging platform for the high-rise building construction is easy to manufacture, environment-friendly, energy-saving, low in construction cost, firm, durable, strong in generality, capable of being manufactured for use by most projects and recycled in multiple construction sites because of firm structures, and suitable for material transportation for multistoried buildings, especially for high-rise buildings.
Description
Technical field
The utility model relates to the realm of building construction, specifically adopts the mode of encorbelmenting to transport a kind of discharging platform of construction material in the highrise building.
Background technology
In recent years, along with the high speed development of urban construction, urban land resource was fewer and feweri; Produced a large amount of highrise buildings thus, highrise building gives the difficulty of material transport such as template in the work progress, steel pipe or the sub-frame of door increasing, and common engineering adopts steel pipe console mode discharging platform not only uneconomical but also dangerous; Also often influence the duration; In order to ensure construction safety, shorten the construction period, save construction costs; Reduce difficulty of construction, I technician of unit has invented a kind of discharging platform of the construction material of being convenient to turn round according to actual needs.
The utility model content
For the existing problem of the discharging platform that solves the existing building engineering, the utility model provides a kind of construction technology simple, guarantees construction safety, saves construction costs, more can effectively improve the discharging platform of construction material turn-over capacity.
Concrete technical solution is following:
A kind of high-building construction is used discharging platform, comprises two girders 1, two secondary beams 2 and discharging platforms; Said two parallel secondary beams 2 are vertically connected on respectively on two parallel girders 1, form the rectangle underframe of an end opening, and the end of remaining silent is a front end, and opening one end is the rear end; The outside of said every girder 1 front end is respectively equipped with two wire-rope slings 7, and its bottom surface apart from 3～4 meters of front ends is provided with positioning and fixing piece 15;
Spacing is 2～3 meters between said two parallel secondary beams 2, and 0.6 meter at every interval is provided with on the middle bottom surface that 13, longeron framves 14 of a cross beam frame vertically are welded in secondary beam 2 and cross beam frame 13 on two girders 1 between two secondary beams 2; The end face of said cross beam frame 13 is formed the baseplane of discharging platform, is equipped with plank 6 on the baseplane of said discharging platform;
Four jiaos of said discharging platform baseplane are provided with four high columns of 1.2 meters 11, and the top of adjacent upright posts 11 and middle part are connected with two-layer horizontal rails 10 respectively, also are provided with the perpendicular railing 12 parallel with column 11 between the adjacent upright posts 11; Perpendicular railing 12 bottoms are welded on girder 1 or the secondary beam 2, on it, the middle part connecting two-layer horizontal rails 10 respectively; Said column 11, horizontal rails 10 and the perpendicular railing 12 common four sides fences of forming discharging platforms; The middle part of its rear enclosure also offers movable double door 9, is equipped with high wooden screen 8 on the inner plane of the remainder of fence.
The length of said girder 1 is 4～6 meters, uses No. 18 i iron; The length of secondary beam 2 is 2～4 meters, uses No. 14 i iron.
Said horizontal rails 10, column 11 and perpendicular railing 12 all use steel pipe; Said cross beam frame 13 all uses square steel No. 10 with longeron frame 14; Said positioning and fixing piece 15 uses No. 18 channel-section steels.
The thickness of said plank 6 is 50 millimeters.
The height of said high wooden screen 8 is greater than 200 millimeters.
The useful technique effect of the utility model is:
1, this discharging platform is simple for production, and most engineering can both self manufacture be used, and is firm in structure and can recycle a plurality of building sites, environmental protection and energy saving.Be applicable to the above building of multilayer, be specially adapted to the transhipment of highrise building material.
2, this discharging platform simple to operate, use flexibly, can be different according to programming, facade, increase temporarily or shift this platform, convenient construction does not influence the duration.
3, this discharging platform construction costs is low, and is sturdy and durable, highly versatile.
Description of drawings
Fig. 1 is the structural representation of the utility model.
Fig. 2 is the front view of the utility model.
Fig. 3 is the rear elevation of the utility model.
Fig. 4 is the vertical view after the utility model lifting.
Fig. 5 is the user mode figure of round steel garter spring 3.
Fig. 6 is the sketch map of round steel suspension ring 4.
Label among the figure: girder 1; Secondary beam 2; Round steel garter spring 3; Round steel suspension ring 4; Wire rope 5; Plank 6; Wire-rope sling 7; High wooden screen 8; Movable double door 9; Horizontal rails 10; Column 11; Perpendicular railing 12; Cross beam frame 13; Longeron frame 14; Positioning and fixing piece 15; Floor bar 16.
The specific embodiment
Below in conjunction with accompanying drawing and specific embodiment the present invention is done further detailed description.
Embodiment:
Use discharging platform referring to Fig. 1-Fig. 3, a kind of high-building construction, comprise two long girders of 6 meters 1, two long 3 meters secondary beams 2 and discharging platforms; Girder 1 uses No. 18 i iron and No. 14 i iron respectively with secondary beam 2.
Two parallel secondary beams 2 are vertically connected on respectively on two parallel girders 1, form the rectangle underframe of an end opening, and the end of remaining silent is a front end, and opening one end is the rear end; The outside of every girder 1 front end is respectively equipped with one in front and one in back two wire-rope slings 7, and every girder 1 is provided with positioning and fixing piece 15 apart from the bottom surface of 4.2 meters of front end faces; Positioning and fixing piece 15 uses No. 18 channel-section steels.
Spacing is 3 meters between two parallel secondary beams 2, and 0.6 meter at every interval is provided with on the middle bottom surface that 13, longeron framves 14 of a cross beam frame vertically are welded in secondary beam 2 and cross beam frame 13 on two girders 1 between two secondary beams 2; The end face of cross beam frame 13 is formed the baseplane of discharging platform, is equipped with thickness on the baseplane of discharging platform and is 50 millimeters plank 6.
Four jiaos of the discharging platform baseplane are provided with four high columns of 1.2 meters 11, and the top of adjacent upright posts 11 and middle part are connected with two-layer horizontal rails 10 respectively, also are provided with the perpendicular railing 12 parallel with column 11 between the adjacent upright posts 11; Perpendicular railing 12 bottoms are welded on girder 1 or the secondary beam 2, on it, the middle part connecting two-layer horizontal rails 10 respectively; Column 11, horizontal rails 10 and the perpendicular railing 12 common four sides fences of forming discharging platform; The middle part of rear enclosure offers movable double door 9, and movable double door 9 is normally closed, completely hangs close order safety net and encloses and cover, and only just opens at needs.Be equipped with 1.2 meters high high wooden screen 8 on the inner plane of the remainder of fence.
Adopt tower crane to cooperate manual type that discharging platform is installed during installation; At first use tower crane; Hang the floor that discharging platform is promoted to required installation; The overhanging end of two girders 1 of discharging platform is towards flooring, and the staff who waits on the flooring is auxiliary to be penetrated two girder overhanging ends in the pre-buried twice Ф 18 round steel garter springs 3 on floor face, and twice Ф 18 round steel garter springs 3 spacings are not less than 500 millimeters; Adjusting two girders 1 stretches into apart from letting the positioning and fixing piece 15 of girder 1 fasten floor, in case platform moves in the building; Again with space between per pass round steel garter spring 3 and the girder 1 with timber wedge wedge jail (see figure 4).The timber wedge that gets loose during dismounting just can be pulled down girder 1 smoothly.
To penetrate Ф 20 wire rope 5 (totally 4) in two wire-rope slings 7 of every girder 1 front end then in advance; With fixing pre-buried in the upper strata concrete beam plate, four Ф 20 round steel suspension ring 4 (see figure 5)s connect, every wire rope hung on suspension ring; The anchorage length that suspension ring are anchored in the concrete is generally 35d; Tense wire rope 5, with sling fastening (sling that gets loose during dismounting gets final product), last tower crane is slowly decontroled platform.High-building construction has just installed with discharging platform like this.
Through tower crane constructional materials is hung in discharging platform during use, through the delivery device that is installed in the construction floor constructional materials is hung out discharging platform again, be used for the floor construction.If whenever necessary, can the movable double door 9 of opening installation on rear enclosure, the construction floor and discharging platform between spread springboard and just can pass on the construction material requested easily, effectively improved the construction material turn-over capacity.
Claims (5)
1. a high-building construction is used discharging platform, it is characterized in that: comprise two girders (1), two secondary beams (2) and discharging platform; Said two parallel secondary beams (2) are vertically connected on respectively on two parallel girders (1), form the rectangle underframe of an end opening, and the end of remaining silent is a front end, and opening one end is the rear end; The outside of said every girder (1) front end is respectively equipped with two wire-rope slings (7), and its bottom surface apart from 3～4.5 meters of front ends is provided with positioning and fixing piece (15);
Spacing is 2～3 meters between said two parallel secondary beams (2); Two girders (1) between two secondary beams (2) are gone up every interval and are provided with a cross beam frame (13) for 0.6 meter, and a longeron frame (14) vertically is welded on the middle bottom surface of secondary beam (2) and cross beam frame (13); The end face of said cross beam frame (13) is formed the baseplane of discharging platform, is equipped with plank (6) on the baseplane of said discharging platform;
Four jiaos of said discharging platform baseplane are provided with four high columns of 1.2 meters (11); The top of adjacent upright posts (11) and middle part are connected with two-layer horizontal rails (10) respectively, also are provided with the perpendicular railing (12) parallel with column (11) between the adjacent upright posts (11); Perpendicular railing (12) bottom is welded on girder (1) or the secondary beam (2), on it, the middle part connecting two-layer horizontal rails (10) respectively; Said column (11), horizontal rails (10) and perpendicular railing (12) are formed the four sides fence of discharging platform jointly; The middle part of its rear enclosure also offers movable double door (9), is equipped with high wooden screen (8) on the inner plane of the remainder of fence.
2. a kind of high-building construction according to claim 1 is used discharging platform, it is characterized in that: the length of said girder (1) is 4～6 meters, uses No. 18 i iron; The length of secondary beam (2) is 2～4 meters, uses No. 14 i iron.
3. a kind of high-building construction according to claim 1 is used discharging platform, it is characterized in that: said horizontal rails (10), column (11) and perpendicular railing (12) all use steel pipe; Said cross beam frame (13) and longeron frame (14) all use square steel No. 10, and positioning and fixing piece (15) uses No. 18 channel-section steels.
4. a kind of high-building construction according to claim 1 is used discharging platform, it is characterized in that: the thickness of said plank (6) is 50 millimeters.
5. a kind of high-building construction according to claim 1 is used discharging platform, it is characterized in that: the height of said high wooden screen (8) is greater than 200 millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203003639U CN202209051U (en) | 2011-08-18 | 2011-08-18 | Discharging platform for high-rise building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203003639U CN202209051U (en) | 2011-08-18 | 2011-08-18 | Discharging platform for high-rise building construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202209051U true CN202209051U (en) | 2012-05-02 |
Family
ID=45988603
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011203003639U Expired - Fee Related CN202209051U (en) | 2011-08-18 | 2011-08-18 | Discharging platform for high-rise building construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202209051U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106545171A (en) * | 2016-10-31 | 2017-03-29 | 浙江省东阳第三建筑工程有限公司 | One kind is without pre-buried external hanging type discharging platform |
| CN111502227A (en) * | 2020-04-30 | 2020-08-07 | 江苏中南建筑产业集团有限责任公司 | Operating platform and construction method for building peripheral constructional column construction |
-
2011
- 2011-08-18 CN CN2011203003639U patent/CN202209051U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106545171A (en) * | 2016-10-31 | 2017-03-29 | 浙江省东阳第三建筑工程有限公司 | One kind is without pre-buried external hanging type discharging platform |
| CN111502227A (en) * | 2020-04-30 | 2020-08-07 | 江苏中南建筑产业集团有限责任公司 | Operating platform and construction method for building peripheral constructional column construction |
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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 |
Granted publication date: 20120502 Termination date: 20140818 |
|
| EXPY | Termination of patent right or utility model |