CN205348729U - A instrument formula operation protection platform for in shaft - Google Patents

A instrument formula operation protection platform for in shaft Download PDF

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Publication number
CN205348729U
CN205348729U CN201521088579.8U CN201521088579U CN205348729U CN 205348729 U CN205348729 U CN 205348729U CN 201521088579 U CN201521088579 U CN 201521088579U CN 205348729 U CN205348729 U CN 205348729U
Authority
CN
China
Prior art keywords
vertical shaft
spandrel girder
tool
base plate
type operation
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
CN201521088579.8U
Other languages
Chinese (zh)
Inventor
高翔
郭颖
余流
王安鑫
赵文有
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 Sixth Engineering Division Co Ltd
Third Construction Engineering Co Ltd of China Construction Sixth Engineering Division Co Ltd
Original Assignee
China Construction Sixth Engineering Division Co Ltd
Third Construction Engineering Co Ltd of China Construction Sixth 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 Sixth Engineering Division Co Ltd, Third Construction Engineering Co Ltd of China Construction Sixth Engineering Division Co Ltd filed Critical China Construction Sixth Engineering Division Co Ltd
Priority to CN201521088579.8U priority Critical patent/CN205348729U/en
Application granted granted Critical
Publication of CN205348729U publication Critical patent/CN205348729U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses an instrument formula operation protection platform for in shaft, the upper falsework who includes height equal with the structural layer, upper falsework sets up on the collet, the collet is equipped with the rectangle bottom plate with shaft well adaptation the articulated board that turns over all around of bottom plate, the both ends of turning over the board all articulated have to mend connect the scute, adjacent two the benefit connects the scute to pass through bolt connection, upper falsework sets up on the bottom plate, the below of bottom plate is equipped with many distribution roof beams, distribute the roof beam rigid coupling on rather than the vertically spandrel girder the both ends of spandrel girder are equipped with rather than articulated outrigger, the inner of landing leg is connected with reset spring, reset spring's lower extreme is connected on the dead lever, the dead lever rigid coupling is in the below of spandrel girder, the inner troops under one's command side of landing leg is equipped with the stull. The utility model discloses can prevent effectively that the scope of operation construction from the workman high altitude time appearing and falling the object that injury or falling object led to the fact and hit the injury.

Description

Protective platform is operated for the tool-type in vertical shaft
Technical field
This utility model relates to a kind of operation protective platform, particularly a kind of for the tool-type operation protective platform in vertical shaft.
Background technology
Development along with urban economy, increasing high-rise building becomes the main force of urban construction, along with the growth of depth of building, inevitably bring the excessive risk of work high above the ground, especially the district occurred frequently of falling from high altitude and object strike accident especially in the elevator of skyscraper.At present, in elevator, the Normal practice of work layer operating platform divides two kinds, and one is to set up console model full hall scaffold in elevator, and another kind is to adopt shaped steel or steel pipe two ends to ride upon on hoistway shear wall, as the crossbeam setting up upper falsework.The former is applicable to tier building or small sized multiple story building, and the latter is applicable to skyscraper or high-rise building, but above two structure all cannot be avoided the generation of falling from high altitude and object strike accident in well.
Summary of the invention
This utility model provides a kind of and operates protective platform for solving the technical problem that exists in known technology for the tool-type in vertical shaft, and this platform is it can be avoided that the generation of falling from high altitude and object strike accident in well.
This utility model is that the technical problem solving to exist in known technology is adopted the technical scheme that: a kind of for the tool-type operation protective platform in vertical shaft, including the upper falsework contour with structure sheaf, described upper falsework rides upon on collet;Described collet is provided with the rectangular base plate adaptive with vertical shaft hoistway, surrounding at described base plate is hinged with turnover panel, the two ends of described turnover panel are all hinged with benefit and connect gusset, and two adjacent described benefits are connect gusset and connected by latch, and described upper falsework rides upon on described base plate;It is connected with many distribution beam at described base plate, described distribution beam is fixed on perpendicular spandrel girder, it is provided with the outrigger hinged with it at the two ends of described spandrel girder, the inner of described supporting leg is connected with back-moving spring, the lower end of described back-moving spring is connected on fixing bar, and described fixing bar is fixed in the lower section of described spandrel girder;Inner end at described supporting leg is connected with stull.
Described spandrel girder is made up of two back-to-back channel-section steels, and described supporting leg is arranged between two described channel-section steels.
Described distribution beam is made up of square steel.
Described stull is made up of angle steel.
Described base plate, described turnover panel and described benefit connect what gusset was all made up of checkered steel plate.
The outer end facade of described supporting leg adopts arcuate structure.
When this utility model has the advantage that and has the benefit effect that use, turnover panel and benefit are connect gusset and turns up and open, the hole in well is kept off tight, it is possible to avoid the generation of falling from high altitude and object strike accident in well;When proposing in well, lower section upset laterally under the effect of supporting leg barrier up, it is convenient that platform proposes;After platform proposes, supporting leg resets under the effect of back-moving spring, easy to use.In sum, this utility model can effectively prevent the scope of operation from occurring the object strike injury that the injury of workman's falling from high altitude or falling object from high altitude cause and convenience of drawing materials, saving material when constructing, and assembles simply, can recycle, good in economic efficiency.
Accompanying drawing explanation
Fig. 1 is structural representation during this utility model application;
Fig. 2 is this utility model structural representation when lifting up;
Fig. 3 is collet configuration schematic diagram of the present utility model.
In figure: 1, collet;1-1, turnover panel, 1-2, spandrel girder, 1-3, supporting leg, 1-4, bearing pin, 1-5, back-moving spring, 1-6, base plate, 1-7, mend and connect gusset, 1-8, distribution beam, 1-9, stull, 1-10, latch, 2, upper falsework;3, second layer structure;4, reserved opening;5, third layer structure.
Detailed description of the invention
For summary of the invention of the present utility model, feature and effect can be further appreciated that, hereby enumerate following example, and it be as follows to coordinate accompanying drawing to describe in detail:
Referring to Fig. 1~Fig. 3, a kind of for the tool-type operation protective platform in vertical shaft, including the upper falsework 2 contour with structure sheaf, described upper falsework 2 rides upon on collet 1.
Described collet 2 is provided with the rectangular base plate 1-6 adaptive with vertical shaft hoistway, surrounding at described base plate 1-6 is hinged with turnover panel 1-1, the two ends of described turnover panel 1-1 are all hinged with benefit and meet gusset 1-7, two adjacent described benefits are met gusset 1-7 and are connected by latch 1-10, and described upper falsework 2 rides upon on described base plate 1-6;It is connected with many distribution beam 1-8 at described base plate 1-6, described distribution beam 1-8 is fixed on perpendicular spandrel girder 1-2, the outrigger 1-3 hinged with it, described supporting leg 1-3 it is provided with hinged by bearing pin 1-4 and described spandrel girder 1-2 at the two ends of described spandrel girder 1-2.The inner of described supporting leg 1-3 is connected with back-moving spring 1-5, and the lower end of described back-moving spring 1-5 is connected in fixing bar (not shown), and described fixing bar is fixed in the lower section of described spandrel girder 1-2;Inner end at described supporting leg 1-3 is connected with stull 1-9.
In the present embodiment, described spandrel girder 1-2 is made up of two back-to-back channel-section steels, and described supporting leg 1-3 is arranged between two described channel-section steels.Described distribution beam 1-8 is made up of square steel.Described stull 1-9 is made up of angle steel.Described base plate 1-6, described turnover panel 1-1 and described benefit connect what gusset 1-7 was all made up of checkered steel plate.The outer end facade of described supporting leg 1-3 adopts arcuate structure, damages structural wall during to avoid platform to propose.
Using method of the present utility model:
One) after second layer structure 3 has been constructed, the collet 1 of this platform utilizing tower crane lift to Shaft Location, supporting leg 1-3 falls within structure wall or beam;
Two) on the base plate 1-6 of collet 1, the upper falsework 2 contour with third layer structure is set up, as the scaffold of third layer structure construction;
Three) when constructing third layer structure 5, stay set reserved opening 4 in the position that puts off of platform legs 1-3;After the model sheetinstallat of third layer structure 5, before casting concrete, turnover panel 1-1 and benefit are met gusset 1-7 and digs, ride in the template of third layer structure, the hole in well is kept off tight;
Four) after the concreting of third layer structure completes, pack up turnover panel 1-1 and benefit meets gusset 1-7, clear up building waste;
Five) utilize tower crane and steel wire rope by vertical shaft hoistway, platform is allocated and transported on the base plate of a supreme Rotating fields in place;
Six) step 2 is repeatedly repeated)~five), the construction of work layer in vertical shaft can be completed.
Although preferred embodiment of the present utility model being described above in conjunction with accompanying drawing; but this utility model is not limited to above-mentioned detailed description of the invention; above-mentioned detailed description of the invention is merely schematic; it is not restrictive; those of ordinary skill in the art is under enlightenment of the present utility model; without departing under this utility model objective and scope of the claimed protection situation, it is also possible to making a lot of form, these belong within protection domain of the present utility model.

Claims (6)

1. for the tool-type operation protective platform in vertical shaft, including the upper falsework contour with structure sheaf, it is characterised in that described upper falsework rides upon on collet;Described collet is provided with the rectangular base plate adaptive with vertical shaft hoistway, surrounding at described base plate is hinged with turnover panel, the two ends of described turnover panel are all hinged with benefit and connect gusset, and two adjacent described benefits are connect gusset and connected by latch, and described upper falsework rides upon on described base plate;It is connected with many distribution beam at described base plate, described distribution beam is fixed on perpendicular spandrel girder, it is provided with the outrigger hinged with it at the two ends of described spandrel girder, the inner of described supporting leg is connected with back-moving spring, the lower end of described back-moving spring is connected on fixing bar, and described fixing bar is fixed in the lower section of described spandrel girder;Inner end at described supporting leg is connected with stull.
2. according to claim 1 for the tool-type operation protective platform in vertical shaft, it is characterised in that described spandrel girder is made up of two back-to-back channel-section steels, and described supporting leg is arranged between two described channel-section steels.
3. according to claim 1 for the tool-type operation protective platform in vertical shaft, it is characterised in that described distribution beam is made up of square steel.
4. according to claim 1 for the tool-type operation protective platform in vertical shaft, it is characterised in that described stull is made up of angle steel.
5. according to claim 1 for the tool-type operation protective platform in vertical shaft, it is characterised in that described base plate, described turnover panel and described benefit connect what gusset was all made up of checkered steel plate.
6. according to claim 1 for the tool-type operation protective platform in vertical shaft, it is characterised in that the outer end facade of described supporting leg adopts arcuate structure.
CN201521088579.8U 2015-12-22 2015-12-22 A instrument formula operation protection platform for in shaft Expired - Fee Related CN205348729U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201521088579.8U CN205348729U (en) 2015-12-22 2015-12-22 A instrument formula operation protection platform for in shaft

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201521088579.8U CN205348729U (en) 2015-12-22 2015-12-22 A instrument formula operation protection platform for in shaft

Publications (1)

Publication Number Publication Date
CN205348729U true CN205348729U (en) 2016-06-29

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ID=56170277

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201521088579.8U Expired - Fee Related CN205348729U (en) 2015-12-22 2015-12-22 A instrument formula operation protection platform for in shaft

Country Status (1)

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CN (1) CN205348729U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106988545A (en) * 2017-03-23 2017-07-28 山西省工业设备安装有限公司 Anti-fall operating platform is used in tool-type anti-fall device and construction

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106988545A (en) * 2017-03-23 2017-07-28 山西省工业设备安装有限公司 Anti-fall operating platform is used in tool-type anti-fall device and construction
CN106988545B (en) * 2017-03-23 2023-04-07 山西省安装集团股份有限公司 Tool type anti-falling device

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

Granted publication date: 20160629

Termination date: 20191222