CN201351360Y - High-rise building construction assembly unloading platform - Google Patents

High-rise building construction assembly unloading platform Download PDF

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Publication number
CN201351360Y
CN201351360Y CNU200820113662XU CN200820113662U CN201351360Y CN 201351360 Y CN201351360 Y CN 201351360Y CN U200820113662X U CNU200820113662X U CN U200820113662XU CN 200820113662 U CN200820113662 U CN 200820113662U CN 201351360 Y CN201351360 Y CN 201351360Y
Authority
CN
China
Prior art keywords
secondary beam
discharging platform
breast board
suspension ring
rise building
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
Application number
CNU200820113662XU
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Chinese (zh)
Inventor
侯立林
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fifth Construction Engineering Co of Guangxi Construction Engineering Group
Original Assignee
Fifth Construction Engineering Co of Guangxi Construction Engineering Group
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Fifth Construction Engineering Co of Guangxi Construction Engineering Group filed Critical Fifth Construction Engineering Co of Guangxi Construction Engineering Group
Priority to CNU200820113662XU priority Critical patent/CN201351360Y/en
Application granted granted Critical
Publication of CN201351360Y publication Critical patent/CN201351360Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a high-rise building construction assembly unloading platform, which consists of a base with a separation structure and a guard rail board, wherein the base comprises main beams, a secondary beam I, a secondary beam II and a liner plate, and the two main beams are horizontally arranged, and 3 to 5 secondary beams I are fixed on one end of the main beam and form a rectangular rack with the main beams which is formed by 4 to 6 small rectangular frames, and the diagonal position of each small rectangular frame is provided with the secondary beam II, and the liner plate is fixed on the plane of the rectangular rack, and three rims of the rectangular rack are provided with a bushing which is vertical to the plane of the rack and is used for joining a guard rail board; the guard rail board is formed by three independent guar rail boards, and each guard rail board is inserted inside the bushing on the three rims of the rectangular rack to be sleeved on the rectangular rack through a plugging leg on the lower surface of the guard rail board, and two adjacent guard rail boards are connected with each other through a connection pin, and the middle guard rail board is provided with a conveying exit. The unloading platform has good safety, and is convenient to transport, to be installed and to be dismantled, and can be used repeatedly, and not only saves material and reduces the cost, but also saves the space and favors the construction.

Description

High-rise building construction assembled discharging platform
Technical field:
The utility model relates to a kind of building operations facility, the discharging platform that particularly a kind of high-building construction is used.
Background technology:
Along with the development of urban construction, the status of highrise building in urban construction is more and more important, and highrise building is also more and more many.As everyone knows, go along with sb. to guard him tighter in the safety of work progress middle-high building, the transfer of material is generally transported by the vertical transport instrument between layer and the layer, every layer or interlayer need set up discharging platform, traditional discharging platform mostly is and protects frame with the safety of body of wall periphery and link together, dismounting and installation be trouble very, not only takes the place but also take material.Notice of authorization number is that the utility model patent of CN201121415Y discloses " a kind of isolated plant of discharging platform ", mount and dismount all very convenient, but and global transfer use.But this device adopts " casing " to go up " projection " that be provided with in advance and hangs on the building masonry wall pre-buried " depression ", 2~4 " lines of stumbling " are hung in the casing top, casing is stable inadequately during operation, and safety is not very good, and increasing " line of stumbling " also will make troubles to the handling discharging.
The utility model content:
The technical problems to be solved in the utility model: provide that a kind of security performance is good, installation and removal are convenient, can reusable high-rise building construction assembled discharging platform, to overcome the deficiency that above-mentioned prior art exists.
The technical scheme that solves the problems of the technologies described above is: a kind of high-rise building construction assembled discharging platform, base and the assembling of protection breast board by isolating construction constitute, described base comprises girder, secondary beam I, secondary beam II and backing plate, two parallel placements of girder, 3~5 secondary beam I are fixed on an end of girder and the rectangle stand that girder formation is made of 4~6 little rectangular box, be connected with secondary beam II on the diagonal angle of each little rectangular box, backing plate is fixed on the rectangle gantry plane, is installed with perpendicular to gantry plane on three frames of rectangle stand, be used to connect the sleeve pipe that protects breast board; Described protection breast board independently protects breast board by three and constitutes, the every protection pin of breast board below it is inserted in socket with it in the sleeve pipe on rectangle stand three frames, connect by connecting latch between the two adjacent protection breast boards, have the haul outlet on the middle protection breast board.
Its further technical scheme is: described assembling discharging platform also is equipped with the drawknot system of reinforcement effect together, this drawknot system is by suspension ring I, suspension ring II, wire digging line, rope clamp, flower basket bolt and shackle are formed, during installation, suspension ring I is fixed on the both sides of base rectangle stand, the pre-buried construction wall both sides of being fixed in the discharging platform top of suspension ring II, the wire digging line middle part is equipped with and is used to regulate the blue bolt of spending of drag-line elasticity, its two ends have shackle respectively, one end of wire digging line is connected with suspension ring I on being fixed on the rectangle stand by shackle, and the wire digging line other end is connected with suspension ring II by shackle.
Because adopt technique scheme, the high-rise building construction assembled discharging platform of the utility model has following beneficial effect:
1, because the base of the high-rise building construction assembled discharging platform of the utility model and protection breast board are isolating construction, base can be in aggregates at the ground processing and fabricating, with tower crane the base integral hoisting is fixed on girder in the pre-buried snap ring during assembling, the protection breast board is installed again, thereby have stack to store and occupy little space, carrying, installation and removal are conveniently, reusable advantage in the construction, one building highrise building only need be made 3~5 discharging platforms and can satisfy the demand, both economical with materials, reduce cost, conserve space helps construction again.
2, because the base of the high-rise building construction assembled discharging platform of the utility model is to inject in 2~4 pre-buried snap rings by girder, and fix with the timber wedge wedging, also can add wire digging line in case of necessity and draw and hang reinforcing, thereby discharging platform is not only firm, and safety is good.
Be described further below in conjunction with the technical characterictic of drawings and Examples the high-rise building construction assembled discharging platform of the utility model:
Description of drawings:
Fig. 1: the high-rise building construction assembled discharging platform understructure schematic diagram (upward view) of the utility model,
Fig. 2: the scheme of installation of the high-rise building construction assembled discharging platform of the utility model embodiment one,
Fig. 3: the scheme of installation of the high-rise building construction assembled discharging platform of the utility model embodiment two,
Fig. 4: the high-rise building construction assembled discharging platform protective guard plate development front view of the utility model.
Among the figure: 1-girder, 2-snap ring, 3-canting quoin, 4-sleeve pipe, the 5-backing plate, 6-retaining pin steel plate, 7-suspension ring I, 8-fastening screw, 9-connects latch, and 10-protects breast board, 101-protective guard plate framework, 102-protection breast board pin, 11-flower basket bolt, 12-wire digging line, the 13-sling, 14-shackle, 15-suspension ring II, 16,18,20,21,23-secondary beam I, 17,19,22,24-secondary beam II, the outlet of 25-haul.
The specific embodiment:
Embodiment one:
A kind of high-rise building construction assembled discharging platform, comprise base and protection breast board, the base of described discharging platform and protection breast board are separate type, base comprises girder 1, secondary beam I, secondary beam II and backing plate, two girder arranged parallel, the one end vertically is connected with 3 secondary beam I 16,18,20, constitute a rectangle stand with two girders, vertically between secondary beam I 16 and the secondary beam I 18 be connected with 1 secondary beam I 23, vertically between secondary beam I 18 and the secondary beam I 20 be connected with 1 secondary beam I 21, be connected with secondary beam II 17 on the diagonal angle of 4 little rectangular box that girder and secondary beam I form, 19,22,24, backing plate 5 is fixed on the rectangle gantry plane, stand parallel with girder two edges on be fixedly connected with 3 steel sleeves 4 respectively perpendicular to the underframe plane, be fixedly connected with on the edge in the middle of the stand and be connected with retaining pin steel plate 6 between 4 steel sleeve 4, two sleeve pipes perpendicular to the underframe plane.
Described protection breast board 10 independently protects breast board by three and constitutes, the pin 102 of every protection breast board below it is inserted on the underframe rectangle stand sleeve pipe on one side fixing, connect by connecting latch 9 between the two adjacent protection breast boards, a middle protection breast board has haul outlet 25.
Embodiment two:
A kind of high-rise building construction assembled discharging platform, the basic structure of its base and protection breast board is with embodiment one, different is: described assembling discharging platform also is equipped with the drawknot system of reinforcement effect together, this drawknot system is by suspension ring I 7, suspension ring II 15, wire digging line 12, rope clamp 13, flower basket bolt 11 and shackle 14 are formed, during installation, suspension ring I 7 is fixed on the both sides of base rectangle stand, the suspension ring II 15 pre-buried construction wall both sides of being fixed in the discharging platform top, the wire digging line middle part is equipped with and is used to regulate the blue bolt 11 of spending of drag-line elasticity, its two ends have shackle 14 respectively, one end of two wire digging lines is connected with the suspension ring I 7 that is fixed on rectangle stand both sides by shackle respectively, and the wire digging line other end is connected with the suspension ring II 15 on body of wall both sides with rope clamp by shackle.
In the foregoing description, the girder of described base, secondary beam I and secondary beam II adopt the channel-section steel welding to make an integral body, backing plate 5 adopt the riffled iron backing plates by on the screw on the rectangle stand face of base.
As the conversion of the foregoing description, the radical of described secondary beam I can as 6~8, be formed a plurality of little rectangles more than 5; The girder of base, secondary beam I and secondary beam II also can adopt i iron or square steel to make, and its mode that is connected and fixed can take bolt to connect or other is connected and fixed mode.
Installation and application:
Can adopt the high-rise building construction assembled discharging platform of embodiment one when 1, the delivery material is light.The good base of assembly unit (welding or bolt connect) on the ground in advance, with tower crane or crane predetermined floor is arrived in the base integral hoisting then, the reeve of base girder is embedded in the snap ring 2 of building floor beam body in advance, use canting quoin 10 wedgings (at least two of pre-buried snap rings between girder and the snap ring, also can be 3 or 4, the stability of base and safety be better like this).Again three protection breast boards are injected respectively in the steel sleeve 4 of rectangle stand and fixing, be connected and fixed with connection latch 9 between two adjacent protection breast boards with fastening screw 8.
2, can adopt the high-rise building construction assembled discharging platform of embodiment two when heavier as the delivery material.The installation procedure of pressing embodiment one is with base with after protecting the breast board installation, and the wire digging line that will be connected again on the rectangle stand both sides suspension ring I 7 is buckled on the pre-buried suspension ring II 15 of building by shackle, adjusts and spends blue bolt 11 to tighten up wire digging line.
Undertaken by above-mentioned opposite operation respectively during dismounting.

Claims (4)

1. high-rise building construction assembled discharging platform, comprise base and protection breast board, it is characterized in that: described discharging platform is made of the base and the assembling of protection breast board of isolating construction, described base comprises girder, secondary beam I, secondary beam II and backing plate, two parallel placements of girder, 3~5 secondary beam I are fixed on an end of girder and the rectangle stand that girder formation is made of 4~6 little rectangular box, be connected with secondary beam II on the diagonal angle of each little rectangular box, backing plate is fixed on the rectangle gantry plane, is installed with perpendicular to gantry plane on three frames of rectangle stand, be used to connect the sleeve pipe that protects breast board; Described protection breast board independently protects breast board by three and constitutes, the every protection pin of breast board below it is inserted in socket with it in the sleeve pipe on rectangle stand three frames, connect by connecting latch between the two adjacent protection breast boards, have the haul outlet on the middle protection breast board.
2. high-rise building construction assembled discharging platform according to claim 1, it is characterized in that: described assembling discharging platform also is equipped with the drawknot system of reinforcement effect together, this drawknot system is by suspension ring I, suspension ring II, wire digging line, rope clamp, flower basket bolt and shackle are formed, during installation, suspension ring I is fixed on the both sides of base rectangle stand, the pre-buried construction wall both sides of being fixed in the discharging platform top of suspension ring II, the wire digging line middle part is equipped with and is used to regulate the blue bolt of spending of drag-line elasticity, its two ends have shackle respectively, one end of wire digging line is connected with suspension ring I on being fixed on the rectangle stand by shackle, and the wire digging line other end is connected with suspension ring II by shackle.
3. high-rise building construction assembled discharging platform according to claim 1 and 2 is characterized in that: be connected with retaining pin steel plate between the sleeve pipe under the described protection breast board.
4. high-rise building construction assembled discharging platform according to claim 1 and 2 is characterized in that: the girder of described base, secondary beam I and secondary beam II adopt channel-section steel or i iron or square steel to make.
CNU200820113662XU 2008-12-12 2008-12-12 High-rise building construction assembly unloading platform Expired - Fee Related CN201351360Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU200820113662XU CN201351360Y (en) 2008-12-12 2008-12-12 High-rise building construction assembly unloading platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU200820113662XU CN201351360Y (en) 2008-12-12 2008-12-12 High-rise building construction assembly unloading platform

Publications (1)

Publication Number Publication Date
CN201351360Y true CN201351360Y (en) 2009-11-25

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CNU200820113662XU Expired - Fee Related CN201351360Y (en) 2008-12-12 2008-12-12 High-rise building construction assembly unloading platform

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Country Link
CN (1) CN201351360Y (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102251666A (en) * 2011-05-04 2011-11-23 河南五建第二建筑安装有限公司 Overhanging type discharging platform
CN102635225A (en) * 2012-04-05 2012-08-15 广东省工业设备安装公司 Equipment hoisting platform and method for super high-rise buildings
CN101787792B (en) * 2010-01-26 2012-09-12 北京卓良模板有限公司 Building protection screen system
CN104060832A (en) * 2014-07-04 2014-09-24 中建四局第一建筑工程有限公司 Method and device for improving safety of unloading platform
CN104612057A (en) * 2014-12-12 2015-05-13 中铁十九局集团有限公司 Assembled rack and using method
CN106884599A (en) * 2017-03-23 2017-06-23 合肥协耀玻璃制品有限公司 A kind of glass for building purposes window with platform
CN106968429A (en) * 2017-05-09 2017-07-21 中建七局安装工程有限公司 Flower basket bolt rigid diagonal draw bar part and its roofing long cornice support system construction method

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101787792B (en) * 2010-01-26 2012-09-12 北京卓良模板有限公司 Building protection screen system
CN102251666A (en) * 2011-05-04 2011-11-23 河南五建第二建筑安装有限公司 Overhanging type discharging platform
CN102251666B (en) * 2011-05-04 2012-10-10 河南五建第二建筑安装有限公司 Overhanging type discharging platform
CN102635225A (en) * 2012-04-05 2012-08-15 广东省工业设备安装公司 Equipment hoisting platform and method for super high-rise buildings
CN104060832A (en) * 2014-07-04 2014-09-24 中建四局第一建筑工程有限公司 Method and device for improving safety of unloading platform
CN104060832B (en) * 2014-07-04 2017-01-04 中建四局第一建筑工程有限公司 A kind of method and device improving discharging platform safety
CN104612057A (en) * 2014-12-12 2015-05-13 中铁十九局集团有限公司 Assembled rack and using method
CN104612057B (en) * 2014-12-12 2016-05-11 中铁十九局集团有限公司 Assembled rack and using method
CN106884599A (en) * 2017-03-23 2017-06-23 合肥协耀玻璃制品有限公司 A kind of glass for building purposes window with platform
CN106884599B (en) * 2017-03-23 2018-11-13 合肥利裕泰玻璃制品有限公司 A kind of glass for building purposes window with platform
CN106968429A (en) * 2017-05-09 2017-07-21 中建七局安装工程有限公司 Flower basket bolt rigid diagonal draw bar part and its roofing long cornice support system construction method
CN106968429B (en) * 2017-05-09 2019-09-13 中建七局安装工程有限公司 Flower basket bolt rigid diagonal draw bar part and its roofing long cornice support system construction method

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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: 20091125

Termination date: 20151212

EXPY Termination of patent right or utility model