CN201826516U - Novel attached lifting scaffold - Google Patents

Novel attached lifting scaffold Download PDF

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Publication number
CN201826516U
CN201826516U CN2010205812991U CN201020581299U CN201826516U CN 201826516 U CN201826516 U CN 201826516U CN 2010205812991 U CN2010205812991 U CN 2010205812991U CN 201020581299 U CN201020581299 U CN 201020581299U CN 201826516 U CN201826516 U CN 201826516U
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China
Prior art keywords
guide wheel
frame
guide rail
attachment type
bolt
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Expired - Fee Related
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CN2010205812991U
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Chinese (zh)
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崔玉平
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Individual
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Individual
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Priority to CN2010205812991U priority Critical patent/CN201826516U/en
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Abstract

The utility model discloses a novel attached lifting scaffold which relates to the technical field of lifting scaffolds for high-rise buildings and comprises a supporting device, a frame body structure, lifting equipment and a safety protection device, wherein the frame body structure comprises a horizontal bracket and a vertical frame; the horizontal bracket is connected with the bottom of the vertical frame; the vertical frame is connected with the supporting device which is connected on a building through through-wall bolts; the supporting device is provided with a hoisting device, an anti-dumping device and an anti-falling device; the vertical frame is provided with a guide rail which is restricted by a guide wheel group and is fixed and lifted relying on the building; and a guide wheel of the guide wheel group is in elastic compaction and rolling contact with the guide rail. The novel attached lifting scaffold has the benefits of saving material cost, saving labor cost, saving machinery cost, and being high in work efficiency and the like.

Description

Novel attachment type raise scaffold
Technical field
The utility model relates to the scaffold production technical field, especially relates to the raise scaffold that is used for highrise building.
Background technology
Builing industry extensively adopts attachment type raise scaffold in construction engineerings such as reinforced concrete structure highrise building, bridge protection, chimney king-post.Attachment type raise scaffold mainly comprises frame structure, jacking system and electrical apparatus control system three parts.Wherein, frame structure is made up of vertical framework and connection framework etc.; Jacking system is made up of attached support structure, elevating mechanism.Vertical framework inboard in the frame structure is provided with guide rail.Guide rail matches with leading anti leaning equipment, plays guiding and anti-dumping effect; Under working condition, leading anti leaning equipment, falling proof device etc. is installed on the attached support structure, and usually attached support structure adopts through-wall bolt to be installed in the building structure, and with the various loading transfer of frame structure to building structure.Attached lift scaffold is all realized lifting by jacking equipment.
But present attached lift scaffold exists more or less still that overall structure is unreasonable, and safety has certain hidden danger, defectives such as running stability difference.
The utility model content
The purpose of this utility model provides a kind of novel attachment type raise scaffold of rational in infrastructure, safe and reliable, operational excellence.
The purpose of this utility model is achieved through the following technical solutions: novel attachment type raise scaffold, comprise supporting arrangement, frame structure, jacking equipment and safety guard, and frame structure comprises horizontal tray, vertical framework; Horizontal tray is connected with vertical base of frame; Vertical framework is connected with supporting arrangement, supporting arrangement is connected on the building by through-wall bolt, supporting arrangement is provided with lifting appliance, anti-tilt device and anti-drop device, vertical framework is provided with guide rail, guide rail is restricted by guide wheel group, rely on building to fix and promote, it is characterized in that: the guide wheel of guide wheel group contacts for the elasticity extrusion rolling with guide rail.
The utility model also can further be realized by following scheme:
The structure of described guide wheel group is: wheel frame is the rectangle cell body, on be installed with the guide wheel shaft of several horizontal distribution, the outer end of guide wheel shaft is fixed by bolt, guide wheel shaft the inner is installed with guide wheel, and the guide wheel shaft in the guide wheel outside is provided with spring, spring extruding guide wheel, guide wheel contact guide rail, be provided with in the wheel frame outside and protect frame, protect frame and be connected with link, link by bolt on bearing support.Because the guide wheel of wheel frame contacts for the elasticity extrusion rolling with guide rail, so leave certain activity space, even verticality occurs under the situation of deviation when guide rail is installed, or certain reason causes the inclination of guide wheel group, the jam phenomenon can be do not occurred yet, thereby damage or destruction can be prevented effectively guide rail or guide wheel group.
The structure of described anti-drop device is: an end of two screw rods connects swivel nut separately, and the end of two swivel nuts is individually fixed on bearing support and the main frame by screw, connects by adjustable bolt in the middle of two screw rods.By regulating adjustable bolt, can regulate the tightness of anti-drop device.Three high anti-drop devices of difference are one group, are provided with some groups by horizontal distribution.When falling fast, because the effect of anti-drop device, connected scaffold is withstood, thereby reaches the effect of falling of preventing.
The structure of described lifting appliance is: jacking equipment adopts the loop chain motor hoist, and rope chain upper end hangs on to be fixed on the bearing support, and the lower end is provided with suspension hook, and suspension hook is hung on the hook of horizontal tray.
The utlity model has following beneficial effect: prove that by engineering practice the utility model is not only safe, stable, simple to operate, efficiency of construction is high, and compare with other scaffold, less investment, cost are low, the comprehensive benefit height, comprehensive above-mentioned situation, advantage has: 1, economical with materials expense.The utility model height is about 14.4 meters (being generally 4~5 layer heights of building), promotes according to construction speed, in high-building construction, will save a large amount of steel pipes, fastener etc. than single scaffold, double-pole scaffold.2, save labour cost.After the utility model is set up, only need a small amount of personnel carry out the lifting of support body, saves a large amount of manually.3, save machinery expenses.After the utility model is set up, utilize the jacking system of self just can carry out lifting, than a large amount of tower crane machine-team time of boat scaffold saving.4, high efficiency.After the utility model was set up, the whole lifting time did not influence other work, saved the duration, reduced expenditure cost.
Description of drawings
Figure l is the side elevation structural representation of this novel attachment type raise scaffold;
Fig. 2 is the guide wheel group structure vertical view of this novel attachment type raise scaffold;
Fig. 3 is the schematic diagram of the anti-drop device of this novel attachment type raise scaffold.
Among the figure: 1 is horizontal tray, and 2 is the rope chain, and 3 is main frame, and 4 is bolt and fixed head, 5 is elevator, and 6 is guide wheel group, and 61 is wheel frame, and 62 is guide wheel, 63 is guide wheel shaft, and 7 is bearing support, and 8 is anti-drop device, 81 is screw rod, and 82 is swivel nut, and 83 is adjustable bolt, 84 is screw, and 9 is guide rail, and 10 is external wall, 11 is porthole, and 12 is building floor, and 13 is link.
The specific embodiment
In order to make those skilled in the art person understand the scheme of this novel attachment type raise scaffold better, and the above-mentioned purpose of this novel attachment type raise scaffold, feature and advantage can be become apparent more, below in conjunction with drawings and Examples this novel attachment type raise scaffold is described in further detail.
Embodiment: as Fig. 1, Fig. 2, shown in Figure 3, horizontal tray 1 is by bolt main frame 3 bottoms, on main frame 3, pass through the bolt crossbearer, crossbearer length is designed to be not more than 7.5 meters, double fastener type steel pipe scaffold is set up on crossbearer top, lay pedal on the scaffold, be used for personnel and stand, walk and place article; Main frame 3 connects with bolts assemblies by flange, the main frame height is divided into four joints, every joint highly is 3.6 meters (14.4 meters of height overalls), forms and the basic combined scaffold with high (referring to the building floor among Fig. 1 12) of 4~5 floors, connects with lapping plate between adjacent scaffold; Satisfy the demand that the upper strata formwork is built, material is changeed in the middle level form removal, lower floor's abutment wall is laid bricks respectively, to guarantee the continuity of continuous productive process; For ensureing the fastness of scaffold, oblique connection framework is set, crossbearer and vertical frame are coupled together; Be provided with between the levels crossbearer and pass through ladder, be used for about the convenience; By highly being provided with three bearing supports 7, bearing support 7 is fastened on the reinforced concrete structure by the porthole 11 that bolt and fixed head 4 pass the body of wall of external wall 10.
Bearing support 7 is provided with bearing bar, bearing bar is supporting main frame 3, in the side of main frame 3 by metope, is provided with guide rail 9(each main frame parallel with main frame a guide rail generally respectively is set at two ends), the guide wheel 62 of guide wheel group 6 places in the guide rail 9, and can slide up and down along guide rail 9.The structure of guide wheel group 6 is: wheel frame 61 is the rectangle cell body, on be installed with the guide wheel shaft 63 of level, the outer end of guide wheel shaft 63 is fixed by bolt, the guide wheel shaft 63 inner guide wheels 62 of installing, be with spring (not drawing among the figure) at guide wheel shaft 63, spring action forms guide wheel 62 and contacts with the elasticity squash type of guide rail 9 on guide wheel 63; Be provided at an outer portion with and protect frame, protect frame and be connected with link 13; Link 13 on bearing support 7, relies on building to fix and promote by bolt.Because the guide wheel of wheel frame contacts for the elasticity extrusion rolling with guide rail, so leave certain activity space, even verticality occurs under the situation of deviation when guide rail 9 is installed, or certain reason causes the inclination of guide wheel group, the jam phenomenon can be do not occurred yet, thereby damage or destruction can be prevented effectively guide rail 9 or guide wheel group.
As lifting means, present embodiment adopts 75,000 Ns low speed loop chain motor hoist 5, and rope chain 2 upper ends hang on the bearing support 7, and the lower end is provided with suspension hook, and suspension hook is hooked on the hook of horizontal tray 1.By motor hoist 5, can promote integral-scaffold.
Anti-drop device 8 independent stationary are on bearing support 7, the structure that anti-drop device 8 adopts as shown in Figure 3: an end of two circular screw rods 81 connects swivel nut 82 separately, the end of two swivel nuts 82 is individually fixed on bearing support 7 and the main frame 3 by screw 84, connects by adjustable bolt 83 in the middle of two screw rods 81.By regulating adjustable bolt 83, can regulate the tightness of anti-drop device.Three high anti-drop devices of difference are one group, are provided with some groups by horizontal distribution.When falling fast, because the effect of anti-drop device, connected scaffold is withstood, thereby reaches the effect of falling of preventing.
This novel attachment type raise scaffold also is provided with protective guard (safety screen), the protective screening (safety net) that generally need use.
Novel attachment type raise scaffold can be set up along the building outside in building engineering construction, can play the construction scaffolding of main structure construction, can play the security protection frame again; In finishing is plastered, can play the finishing external scaffolding of plastering again, comprise that carrying out shelf again after brush exterior wall coating material etc. is all finished removes.
General construction requirement:
1, newly establishes the type attachment type raise scaffold and be useful for the engineering that exterior wall is a reinforced concrete shear wall structure.
2, require the design strength value of reinforced concrete shear wall structure must not be lower than C25, when the design strength value of reinforced concrete shear wall structure is lower than C35, the progress of structure construction must not surpass every layer 5 days, or the concrete intensity at the bolt hole place on reinforced concrete shear wall structure must not be lower than C30.
3, the bolt hole on the reinforced concrete shear wall structure must not be less than 150mm apart from the reinforced concrete shear wall limit.
The above; it only is the specific embodiment of this novel attachment type raise scaffold; but the protection domain of this novel attachment type raise scaffold is not limited thereto; anyly be familiar with those skilled in the art in the technical scope that this novel attachment type raise scaffold discloses; the variation that can expect easily or replacement all should be encompassed within the protection domain of this novel attachment type raise scaffold.Therefore, the protection domain of this novel attachment type raise scaffold should be as the criterion with the protection domain that claim was defined.

Claims (4)

1. novel attachment type raise scaffold comprises supporting arrangement, frame structure, jacking equipment and safety guard, and frame structure comprises horizontal tray, vertical framework; Horizontal tray is connected with vertical base of frame; Vertical framework is connected with supporting arrangement, supporting arrangement is connected on the building by through-wall bolt, supporting arrangement is provided with lifting appliance, anti-tilt device and anti-drop device, vertical framework is provided with guide rail, guide rail is restricted by guide wheel group, rely on building to fix and promote, it is characterized in that: the guide wheel of guide wheel group contacts for the elasticity extrusion rolling with guide rail.
2. novel attachment type raise scaffold according to claim 1, it is characterized in that: the structure of described guide wheel group is: wheel frame is the rectangle cell body, on be installed with the guide wheel shaft of several horizontal distribution, the outer end of guide wheel shaft is fixed by bolt, guide wheel shaft the inner is installed with guide wheel, the guide wheel shaft in the guide wheel outside is provided with spring, spring extruding guide wheel, guide wheel contacts guide rail, is provided with in the wheel frame outside and protects frame, protect frame and be connected with link, link by bolt on bearing support.
3. novel attachment type raise scaffold according to claim 1, it is characterized in that: the structure of described anti-drop device is: an end of two screw rods connects swivel nut separately, the end of two swivel nuts is individually fixed on bearing support and the main frame by screw, connects by adjustable bolt in the middle of two screw rods.
4. novel attachment type raise scaffold according to claim 1, it is characterized in that: the structure of described lifting appliance is: jacking equipment adopts the loop chain motor hoist, rope chain upper end hangs on to be fixed on the bearing support, and the lower end is provided with suspension hook, and suspension hook is hung on the hook of horizontal tray.
CN2010205812991U 2010-10-28 2010-10-28 Novel attached lifting scaffold Expired - Fee Related CN201826516U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010205812991U CN201826516U (en) 2010-10-28 2010-10-28 Novel attached lifting scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010205812991U CN201826516U (en) 2010-10-28 2010-10-28 Novel attached lifting scaffold

Publications (1)

Publication Number Publication Date
CN201826516U true CN201826516U (en) 2011-05-11

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CN2010205812991U Expired - Fee Related CN201826516U (en) 2010-10-28 2010-10-28 Novel attached lifting scaffold

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CN (1) CN201826516U (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105000482A (en) * 2015-08-02 2015-10-28 周兆弟 Tower crane with running mechanism
CN105000484A (en) * 2015-08-02 2015-10-28 周兆弟 Tower crane capable of being connected with building
CN105016218A (en) * 2015-08-02 2015-11-04 周兆弟 Guide rail mechanism fixed to building
CN106917500A (en) * 2017-03-09 2017-07-04 江苏省第建筑安装股份有限公司 The scaffold and implementation of a kind of high-rise building Fast Installation
CN109797958A (en) * 2019-02-26 2019-05-24 彭绍华 Intelligent and safe elevating scaffold
CN111997354A (en) * 2020-08-10 2020-11-27 厦门安科科技有限公司 Connecting device for guide rail and walkway plate
CN112096031A (en) * 2020-09-10 2020-12-18 重庆安谐建筑脚手架有限公司 Assembly lifting type operation protection platform
CN112523520A (en) * 2020-12-12 2021-03-19 河南中之正工程技术研究院有限公司 Construction method of lifting protection platform for prefabricated building
CN113914602A (en) * 2021-11-16 2022-01-11 中交一公局集团有限公司 Anti-falling device for lifting type climbing frame

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105000482A (en) * 2015-08-02 2015-10-28 周兆弟 Tower crane with running mechanism
CN105000484A (en) * 2015-08-02 2015-10-28 周兆弟 Tower crane capable of being connected with building
CN105016218A (en) * 2015-08-02 2015-11-04 周兆弟 Guide rail mechanism fixed to building
WO2017020539A1 (en) * 2015-08-02 2017-02-09 周兆弟 Tower crane with a traveling mechanism
WO2017020541A1 (en) * 2015-08-02 2017-02-09 周兆弟 Guide rail mechanism fixed on building
CN106917500A (en) * 2017-03-09 2017-07-04 江苏省第建筑安装股份有限公司 The scaffold and implementation of a kind of high-rise building Fast Installation
CN109797958A (en) * 2019-02-26 2019-05-24 彭绍华 Intelligent and safe elevating scaffold
CN111997354A (en) * 2020-08-10 2020-11-27 厦门安科科技有限公司 Connecting device for guide rail and walkway plate
CN111997354B (en) * 2020-08-10 2022-02-25 厦门安科科技有限公司 Connecting device for guide rail and walkway plate
CN112096031A (en) * 2020-09-10 2020-12-18 重庆安谐建筑脚手架有限公司 Assembly lifting type operation protection platform
CN112523520A (en) * 2020-12-12 2021-03-19 河南中之正工程技术研究院有限公司 Construction method of lifting protection platform for prefabricated building
CN113914602A (en) * 2021-11-16 2022-01-11 中交一公局集团有限公司 Anti-falling device for lifting type climbing frame

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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: 20110511

Termination date: 20111028