CN202164809U - Adjustable support of climbing type scaffold - Google Patents

Adjustable support of climbing type scaffold Download PDF

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Publication number
CN202164809U
CN202164809U CN2011202629700U CN201120262970U CN202164809U CN 202164809 U CN202164809 U CN 202164809U CN 2011202629700 U CN2011202629700 U CN 2011202629700U CN 201120262970 U CN201120262970 U CN 201120262970U CN 202164809 U CN202164809 U CN 202164809U
Authority
CN
China
Prior art keywords
support base
mobile support
floor
support saddle
saddle
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
CN2011202629700U
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Chinese (zh)
Inventor
肖辉潮
蔡庆军
姜滨厚
周方华
潘湘辉
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.)
China Construction Eighth Engineering Division Co Ltd
Original Assignee
China Construction Eighth Engineering Division Co Ltd
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 China Construction Eighth Engineering Division Co Ltd filed Critical China Construction Eighth Engineering Division Co Ltd
Priority to CN2011202629700U priority Critical patent/CN202164809U/en
Application granted granted Critical
Publication of CN202164809U publication Critical patent/CN202164809U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses an adjustable support of a climbing type scaffold. The adjustable support comprises a fixed support base and a movable support base, wherein the fixed support base is fastened on a floor by a fixed support base fixing bolt; the movable support base is erected on the floor; the first end of the movable support base is connected with the fixed support base through an adjusting screw rod; the second end of the movable support base is connected with the climbing type scaffold; the bottom plate of the movable support base is provided with a sliding groove along the moving direction of the movable support base; and a movable support base fixing bolt penetrates through the sliding groove and fastens the movable support base which slides in place on the floor. The adjustable support is excellent in stability and high in safety factor and standardization degree, therefore the adjustable support can be well suitable to buildings in a curve vertical-surface shape and applicable to the scaffold for climbing in superhigh buildings in the curve vertical-surface shape.

Description

The adjustable support of climbing type scaffold
Technical field
The utility model relates to a kind of adjustable support that the outer facade Qu Xiangfei of building structure faces structure directly that is used for, and relates to a kind of adjustable support of climbing type scaffold specifically.
Background technology
Continuous development along with building structure; Particularly super highrise building is increasing; Construction period is compact, flowing water construction arrangement linking is tight, and in order to save manpower, material better, country carries out mechanization, automated construction energetically in addition; And improved the requirement to production safety, climbing type scaffold need constantly satisfy these high standard high requests.
The building structure moulding is variation, nonstandardized technique day by day; Unidirectional curved surface object structure, way curved surface stereochemical structure even polymorphic structure continue to bring out; Sign regional architecture level is also improving constantly; And common climbing type scaffold only is applicable to and regular vertical surface moulding building on the curved surface object modeling structure, can't be suitable for well.For common climbing type scaffold is applied on the new structure, must carry out local modification, in-depth to climbing type scaffold, it is wider to make it applicable surface, helps continuing to carry out mechanization, the automated construction of high safety standard, saves manpower, material simultaneously.
The utility model content
The purpose of the utility model provides a kind of adjustable support of climbing type scaffold; Be used for solving bent to the excessive problem of facade structures scaffold gradient; Being formed for climbing type scaffold song lateral length when facade climbs regulates; To satisfy the needs that scaffold safety is climbed, be convenient to the site safety construction, improve the safety factor that construction is produced.
In order to solve the problems of the technologies described above, the utility model discloses a kind of adjustable support of climbing type scaffold, said adjustable support comprises
One fixed bearing, it is fastened on the floor through the fixed bearing set bolt;
One mobile support saddle; It is erected on the floor; First end of said mobile support saddle connects said fixed bearing through an adjusting screw(rod), and second end of said mobile support saddle connects climbing type scaffold, and the said mobile support saddle moving direction in the base plate upper edge of said mobile support saddle offers a slippage slot; One mobile support saddle set bolt runs through said slippage slot, and the mobile support saddle after slippage is put in place is fastened on the floor.
The further improvement of the utility model is: said mobile support saddle is provided with one first support member; Said mobile support saddle connects said adjusting screw(rod) through said first support member; Said first support member bottom is provided with the adjusting roller; Also be provided with one second support member on the said floor, said mobile support saddle is set up on the said floor through said first support member and said second support member.
The further improvement of the utility model is: be welded with the off-load suspension ring on the said mobile support saddle.
The simple structure of the utility model, easy to use, good integrity; Possess enough stability, safety factor and standardization level are high, are convenient to factory process and install with on-the-spot; It can adapt to bent to facade moulding building preferably, is applicable to that scaffold climbs in facade moulding environment at superelevation layer song.
Description of drawings
The side diagrammatic sketch of adjustable support one preferred embodiment of Fig. 1 the utility model;
The vertical view of adjustable support one preferred embodiment of Fig. 2 the utility model;
Side diagrammatic sketch during the operation of adjustable support one preferred embodiment of Fig. 3 the utility model.
The specific embodiment
For the benefit of to the understanding of the utility model adjustable bracket structure, be that example is explained below in conjunction with the preferred embodiment of the utility model among Fig. 1-3, climbing type support 80 is a plumbness in the preferred embodiment of the utility model.
Like Fig. 1, Fig. 2, shown in Figure 3, the adjustable support of the utility model comprises a fixed bearing 10, and it is fastened on the floor 60 through fixed bearing set bolt 11; Said fixed bearing 10 adopts the Q235 steel, its steel plate thickness 6mm, and moulded is oblique triangle groove; Said fixed bearing set bolt 11; Be made up of 1 screw rod, 2 square washers, 4 nuts, screw diameter is D32, long 300mm; Pad is respectively φ 100 * 100 pads, its be at fastening said fixed bearing 10 under the cooperation of 4 nuts on floor 60.
One mobile support saddle 20; Said mobile support saddle 20 is processed by two 10# channel-section steels; Adopt the Q235 material, first end of said mobile support saddle 20 connects said fixed bearing 10 through a bearing adjusting screw(rod) 30, and second end of said mobile support saddle 20 all can connect climbing type scaffold 80 through any way of the prior art; Said mobile support saddle 20 moving directions in base plate 21 upper edges of said mobile support saddle 20 mill 850mm slippage slot 211 one, are used for mobile support saddle 20 and move use; One mobile support saddle set bolt 22 passes floor 60 and runs through said slippage slot 211 said mobile support saddle 20 is erected on the floor 60; Said mobile support saddle set bolt 22 is made up of 1 screw rod, 2 square washers, 4 nuts; Screw diameter is D32; Long 600mm, pad are respectively φ 100 * 100 pads, and said mobile support saddle set bolt 22 treats that under 4 nuts cooperate said mobile support saddle 20 moves into place the fastening said mobile support saddle 20 in back on floor 60.
Said mobile support saddle 20 is provided with one first support member 40; Said mobile support saddle 20 connects said bearing adjusting screw(rod) 30 through said first support member 40; Said first support member 40 bottoms are provided with the adjusting roller; Also be provided with one second support member 61 on the said floor 60, said mobile support saddle 20 is set up on the said floor 60 with said second support member 61 through said first support member 40.
For the ease of said mobile support saddle 20 length of level and smooth adjustment; Also can be provided with the 3rd support member 50 at said mobile support saddle 20 and 60 on floor; Its top also is provided with regulates roller, adjusts said mobile support saddle 20 length through the smooth rolling of said adjusting roller during the utility model operation.The utility model is in order to strengthen the integrally-built stability of protection; One of welding is used for power is passed to the off-load suspension ring 70 on the upper strata floor 60 on said mobile support saddle 20; Said off-load suspension ring 70 adopt the I level steel of diameter D18 to do, and adopt double welding to be connected on the said mobile support saddle 20, and its every end weld length is 100mm; Through said off-load suspension ring 70 power is passed on the floor of upper strata; Thereby protect integrally-built safety in utilization, said bearing adjusting screw(rod) 30 prevents mobile support saddle 20 run-off the straights through the collaborative regulating action of the first lateral adjustments nut 31 and the second lateral adjustments nut 32 simultaneously, like the time receiving in the facade outside climbing type scaffold 80 adheres to; Said mobile support saddle 20 introversions of the first lateral adjustments nut, 31 constraints, said mobile support saddle 20 flares of the second lateral adjustments nut, 32 constraints; When facade extended out outside climbing type scaffold 80 adhered to, said mobile support saddle 20 flares of the first lateral adjustments nut 31 constraint, said mobile support saddle 20 introversions of the second lateral adjustments nut, 32 constraints have further like this been protected integrally-built stability.
For the benefit of to the further understanding of the utility model adjustable bracket structure, be that example is explained with the preferred embodiment of the utility model, its method of operating is following during the utility model operation:
A) said fixed bearing set bolt 11 at first is fixed on fixed bearing 10 on the floor 60 under matching used nut effect; Said mobile support saddle 20 is anchored on the said floor with said second support member 61 through said first support member 40, regulates the position of fixed bearing 10 and said mobile support saddle 20 through said bearing adjusting screw(rod) 30;
B) according to actual needs through the level and smooth length of adjusting said mobile support saddle 20 of the adjusting roller on said first support member 40 and the 3rd support member 50;
C) make marks near floor 60 Len req places at the first lateral adjustments nut 31,3-4 screw thread of the loosening said first lateral adjustments nut 31, and progressively regulate the first lateral adjustments nut 31, the second lateral adjustments nut 32 until the designated length place;
D) after the length dimension of treating said mobile support saddle 20 is adjusted to Len req; The first lateral adjustments nut 31, the second lateral adjustments nut 32 and the mobile support saddle set bolt 22 that is used for fastening said mobile support saddle 20 are tightened fixing, said mobile support saddle 20 is fastened on the floor 60;
E) according to mobile support saddle 20 length of the same manner adjustment superstructure, through off-load suspension ring 70 power is passed on the upper strata floor 60 simultaneously.

Claims (3)

1. the adjustable support of a climbing type scaffold is characterized in that said adjustable support comprises
One fixed bearing, it is fastened on the floor through the fixed bearing set bolt;
One mobile support saddle; It is erected on the floor; First end of said mobile support saddle connects said fixed bearing through an adjusting screw(rod), and second end of said mobile support saddle connects climbing type scaffold, and the said mobile support saddle moving direction in the base plate upper edge of said mobile support saddle offers a slippage slot; One mobile support saddle set bolt runs through said slippage slot, and the mobile support saddle after slippage is put in place is fastened on the floor.
2. adjustable support as claimed in claim 1; It is characterized in that said mobile support saddle is provided with one first support member; Said mobile support saddle connects said adjusting screw(rod) through said first support member; Said first support member bottom is provided with the adjusting roller, also is provided with one second support member on the said floor, and said mobile support saddle is set up on the said floor through said first support member and said second support member.
3. adjustable support as claimed in claim 1 is characterized in that being welded with on the said mobile support saddle off-load suspension ring.
CN2011202629700U 2011-07-22 2011-07-22 Adjustable support of climbing type scaffold Expired - Fee Related CN202164809U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011202629700U CN202164809U (en) 2011-07-22 2011-07-22 Adjustable support of climbing type scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011202629700U CN202164809U (en) 2011-07-22 2011-07-22 Adjustable support of climbing type scaffold

Publications (1)

Publication Number Publication Date
CN202164809U true CN202164809U (en) 2012-03-14

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011202629700U Expired - Fee Related CN202164809U (en) 2011-07-22 2011-07-22 Adjustable support of climbing type scaffold

Country Status (1)

Country Link
CN (1) CN202164809U (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103967264A (en) * 2014-04-09 2014-08-06 中国建筑股份有限公司 Adjustable platform beam supporting device and method for manufacturing elevator shaft operating platform through adjustable platform beam supporting device
GB2541178A (en) * 2015-07-30 2017-02-15 Ischebeck Titan Ltd Tool
CN106555469A (en) * 2015-09-24 2017-04-05 李钻水 A kind of external wall construction suspension type combination construction platform
CN107299757A (en) * 2017-05-31 2017-10-27 广西互恒建筑材料有限公司 Channel-section steel sheet-type support
CN109160449A (en) * 2018-09-30 2019-01-08 淮安欧跃机械设备科技有限公司 Climbing type material platform with gantry crane
CN109205502A (en) * 2018-09-30 2019-01-15 淮安欧跃机械设备科技有限公司 Climbing type material platform
CN111779250A (en) * 2019-04-04 2020-10-16 山东天元工程科技有限公司 Plate type support overturning prevention device
CN112324128A (en) * 2020-10-27 2021-02-05 上海建工四建集团有限公司 Posture adjusting device for attached lifting scaffold

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103967264B (en) * 2014-04-09 2015-11-18 中国建筑股份有限公司 Adjustable platform beam bracing or strutting arrangement and utilize it to make the method for hoistway operation platform
CN103967264A (en) * 2014-04-09 2014-08-06 中国建筑股份有限公司 Adjustable platform beam supporting device and method for manufacturing elevator shaft operating platform through adjustable platform beam supporting device
GB2541178B (en) * 2015-07-30 2018-02-14 Ischebeck Titan Ltd Re-positionable floor guide system
GB2541178A (en) * 2015-07-30 2017-02-15 Ischebeck Titan Ltd Tool
US10113324B2 (en) 2015-07-30 2018-10-30 Ischebeck Titan Limited Re-positionable floor guide system and tool for use in the same
CN106555469A (en) * 2015-09-24 2017-04-05 李钻水 A kind of external wall construction suspension type combination construction platform
CN107299757A (en) * 2017-05-31 2017-10-27 广西互恒建筑材料有限公司 Channel-section steel sheet-type support
CN109160449A (en) * 2018-09-30 2019-01-08 淮安欧跃机械设备科技有限公司 Climbing type material platform with gantry crane
CN109205502A (en) * 2018-09-30 2019-01-15 淮安欧跃机械设备科技有限公司 Climbing type material platform
CN109160449B (en) * 2018-09-30 2023-09-01 江苏恒桂创科智能科技有限公司 Climbing material table with gantry crane
CN109205502B (en) * 2018-09-30 2023-09-15 江苏恒桂创科智能科技有限公司 Climbing material table
CN111779250A (en) * 2019-04-04 2020-10-16 山东天元工程科技有限公司 Plate type support overturning prevention device
CN112324128A (en) * 2020-10-27 2021-02-05 上海建工四建集团有限公司 Posture adjusting device for attached lifting scaffold
CN112324128B (en) * 2020-10-27 2022-07-01 上海建工四建集团有限公司 Posture adjusting device for attached lifting scaffold

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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: 20120314

Termination date: 20190722

CF01 Termination of patent right due to non-payment of annual fee