CN115110740A - Sinking type high-altitude corridor construction device - Google Patents
Sinking type high-altitude corridor construction device Download PDFInfo
- Publication number
- CN115110740A CN115110740A CN202210806043.3A CN202210806043A CN115110740A CN 115110740 A CN115110740 A CN 115110740A CN 202210806043 A CN202210806043 A CN 202210806043A CN 115110740 A CN115110740 A CN 115110740A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/20—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by walls
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
- E04G5/048—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls with hooks to be attached on the wall's crown
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a sinking type high-altitude corridor construction device which comprises two construction assemblies for being placed at the tops of external floors, wherein each construction assembly comprises a support plate, the two support plates are positioned on the same horizontal plane, construction grooves are formed between the two support plates at intervals, an attachment plate is arranged on each support plate, a fixing part is arranged on each attachment plate, movable plates are movably arranged below the two support plates, the two movable plates are movably arranged in the construction grooves, a plurality of support columns are arranged on one side of the end face of each movable plate, movable holes are formed in the positions, corresponding to the support columns on the adjacent movable plates, of the support plates, each support column penetrates through the corresponding and adjacent movable hole, and a linkage part for fixing the movable plates when the two movable plates ascend and close the construction grooves is arranged on each support plate. The invention solves the problem that a construction platform which is convenient to disassemble and assemble, can be recycled and can be used for workers to construct the bottom of the corridor in the prior art is lacked.
Description
Technical Field
The invention relates to the technical field of corridor construction devices, in particular to a sinking type high-altitude corridor construction device.
Background
The corridor is one of complex high-rise building structure systems, and generally refers to two or more high-rise buildings which are connected with each other by overhead connectors so as to meet the requirements of building shape and use functions. The connecting body is a corridor. The span is several meters long and also several tens of meters long. In the prior art, the corridor steel structure needs to be built on the ground before the corridor is constructed, the built corridor steel structure is hung to the top of a floor through a hydraulic ceiling device, and at the moment, an operator can connect and construct the corridor steel structure in the floor, so that a formwork support needs to be built, the whole building process is time-consuming and labor-consuming, a formwork support which occupies a larger space than the corridor steel structure needs to be built, meanwhile, a plurality of pre-embedded holes need to be arranged on the top surface of an external floor and the outer wall of the floor in a penetrating manner for connecting the formwork support steel structure through bolts, the operator needs to construct the corridor on the formwork support after the formwork support is built, but the whole formwork support is composed of the steel structure, so that the operator is troublesome when the operator constructs the bottom of the corridor on the formwork support, and the operator is difficult to stand on the bottom area of the formwork support for a long time, it is difficult to construct the bottom of the corridor.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides a sunken type high-altitude corridor construction device, which aims to solve the problem that a construction platform which is convenient to disassemble and assemble, can be recycled and can be used for workers to construct the bottom of a corridor is lacked in the prior art.
In order to achieve the purpose, the invention provides a sinking type high-altitude corridor construction device which comprises two construction assemblies for being placed at the top of an external floor, wherein each construction assembly comprises a support plate, the two support plates are positioned on the same horizontal plane, a construction groove is formed between the two support plates at intervals, an attaching plate for attaching to the external wall of the external floor is arranged on each support plate, a fixing part for fixing the attaching plate on the external wall of the external floor is arranged on each attaching plate, movable plates are movably arranged below the two support plates, the two movable plates are movably arranged in the construction groove, a plurality of support columns are arranged on one side of the end face of each movable plate, movable holes are formed in the support plates corresponding to each support column on the adjacent movable plates, each support column penetrates through the corresponding and adjacent movable hole, and a movable hole for fixing the movable plates when the two movable plates ascend and the construction groove is closed A linkage member.
The technical scheme is adopted, and the method has the advantages that: when the high-altitude corridor steel structure needs to be constructed, an operator places two groups of construction assemblies at the top of a floor, then attaches two attaching plates to the outer wall of an external floor, so that the two attaching plates are respectively arranged at two sides of the corridor steel structure, then fixes the attaching plates on the outer wall of the external floor through fixing pieces so that the attaching plates cannot shake or break away from the outer wall, and at the moment, two supporting plates are respectively arranged at two sides of a corridor, so that a worker can stand on the supporting plates to construct the corridor steel structure; when the corridor bottom needs to be constructed, an operator pushes the movable plate to enable the movable plate to slide downwards in the construction groove along the height direction of the pasting plate, at the moment, the distance between the horizontal plane of the movable plate and the horizontal plane of the supporting plate is gradually increased, after the distance is increased to a certain distance, the supporting column cannot slide in the movable hole, namely, the movable plate cannot continuously slide in the construction groove, a worker can stand on the movable plate, the supporting plate is arranged on two sides of the corridor, a large gap is reserved between the plate surface of the movable plate and the bottom surface of the corridor steel structure when the movable plate moves downwards by one end distance, the worker can stand on the movable plate to construct the corridor steel structure bottom, the arrangement of the technology enables the worker to have a standing point for construction, the worker can conveniently walk, the flexibility and convenience in construction are further improved, the construction efficiency of the corridor steel structure is improved, and meanwhile, the movable plate in the technology, The backup pad is established the setting of board three with pasting and has been accelerated operating personnel dismouting speed, and the integration setting can make workman fast assembly construction platform simultaneously, can also utilize the vestibule construction next time, realizes cyclic utilization's function, reduces the expenditure of cost.
The invention further provides that: every the support column top all is provided with the closing cap, the radial cross-section diameter of closing cap is greater than the setting of activity hole diameter, it has two dead levers to articulate on the closing cap bottom surface, every the linkage hole has all been run through to activity hole both sides, every the dead lever all sets up with adjacent linkage hole grafting cooperation separately, the radial cross-section diameter of dead lever is unanimous with linkage hole diameter.
The technical scheme is adopted, and the method has the advantages that: the setting of closing cap in the above-mentioned technique ensures that the support column can not break away from the movable hole, the closing cap bottom surface can contact with the backup pad terminal surface when the fly leaf moves to the minimum in the construction groove promptly, and then the restriction support column continues to slide, the slip of change looks restriction fly leaf in the construction groove, when the support column moves down in the movable hole, the dead lever can pass adjacent linkage hole, make the dead lever slide in the linkage hole, the dead lever passes the linkage hole when the fly leaf moves to the minimum in the construction groove, ensure that the fly leaf can not rock or shake in the construction groove, improve the stability that the fly leaf compares in the backup pad through the setting of support column and two dead levers simultaneously.
The invention further provides that: each linkage hole is obliquely provided with a linkage groove for adjacent fixing rods to be inserted, each linkage groove is formed in the end face of the supporting plate, and the fixing rods are linkage parts.
The technical scheme is adopted, and the method has the advantages that: after the construction of the bottom of the corridor is finished, the operating personnel lift the movable plate to enable the supporting columns to move upwards in the movable holes, swing the fixed rods to enable the fixed rods to be directly inserted into the linkage grooves after penetrating out of the linkage holes, the fixed rods on two sides of each supporting column are inserted into the adjacent linkage grooves, the sliding limiting of the supporting columns is achieved, namely the supporting columns cannot move downwards in the movable holes due to self gravity, and the movable plate is fixed compared with the construction grooves.
The invention further provides that: the utility model discloses a sealing cover, including backup pad, rubber ring, supporting column, sealing cover, the last rubber ring that corresponds every activity hole position in the backup pad all is provided with, set up the perforation that supplies adjacent support column to wear to establish on the rubber ring, the contact surface that rubber ring left side wall contacted for being used for with the closing cover bottom surface, rubber ring right side wall sets up with the laminating of backup pad terminal surface.
The technical scheme is adopted, and the method has the advantages that: the rubber ring is arranged to ensure that the impact force caused by downward movement of the sealing cover when the supporting column moves downwards in the movable hole can be relieved by the rubber ring, and then the impact force of the sealing cover on the supporting plate is reduced.
The invention further sets up: a plurality of connecting holes have been arranged along backup pad length direction on the backup pad lateral wall, be provided with a plurality of connecting rods in the construction groove, every the connecting rod both ends set up with adjacent connecting hole screw-thread fit separately respectively.
The technical scheme is adopted, and the method has the advantages that: the quantity of connecting rod can be adjusted according to self demand to operating personnel, and then makes things convenient for operating personnel's safety rope hook on the connecting rod, makes two backup pads link into an integrated entity through the connection of connecting rod simultaneously, and then improves and pastes the steadiness of establishing board and backup pad on external floor, and can adjust the width in movable groove according to the width of vestibule, and then adjusts the depth of connection between connecting rod and the both sides connecting hole.
The invention further provides that: the mounting includes that two are used for placing the fixed plate on external floor top surface, two all be provided with the fixed block on the fixed plate, set up on the fixed block bottom surface be used for with external floor top surface on flange grafting complex fixed slot, two the fixed block is connected the setting with two subsides establishment boards respectively, a plurality of fixed orificess, every have been seted up along its length direction on the fixed plate equal threaded connection in the fixed orificess be used for with the pre-buried hole threaded connection's on the external floor top surface bolt that excels in, every the cooperation ring has all been seted up at the bolt top that excels in, the equal coaxial setting in shaft hole of a plurality of cooperation rings on the fixed plate, every all be provided with the gag lever post that is used for passing the cooperation ring shaft hole on the fixed plate.
The technical scheme is adopted, and the method has the advantages that: when placing the subsides and establishing the board, with the fixed slot on the fixed block and the cooperation of pegging graft of flange on the external floor top surface, make the fixed block fix on external floor top surface, the fixed plate subsides are established on external floor top surface this moment, operating personnel comes screw in high strength bolt according to the position in embedded hole on the external floor top surface, high strength bolt screw in fixed orifices and adjacent embedded hole respectively, and then realize the fixed plate fixed on external floor top surface, behind the equal screw in fixed orifices of high strength bolt, the shaft hole of the cooperation ring on the high strength bolt of this moment all is in same water flat line, operating personnel accessible gag lever post inserts the cooperation ring this moment, realize high strength bolt fixed in the fixed orifices, and then improved the steadiness of fixed plate on external floor top surface.
The invention further provides that: a plurality of first limiting holes penetrate through the pasting plate along the length direction of the pasting plate, and each first limiting hole is connected with a first limiting bolt in threaded fit with a pre-buried hole in an external floor external wall through threads.
The technical scheme is adopted, and the method has the advantages that: when an operator installs the pasting plate, the pasting plate is pasted on the external floor outer wall, then the first limiting bolt is screwed into the first limiting hole, the first limiting bolt continues to be screwed in, the first limiting bolt is in threaded fit with the embedded hole in the external floor outer wall adjacent to the first limiting bolt, and the pasting plate is fixed on the external floor outer wall.
The invention further provides that: the novel hanging rope is characterized in that a first through hole is formed in the pasting plate, a second through hole is formed in the supporting plate, a first stud is connected to the first through hole in a threaded mode, a second stud is connected to the second through hole in a threaded mode, a connecting hanging rope is connected between the first stud and the second stud, and the radial cross section of the combination of the pasting plate, the supporting plate and the connecting hanging rope is triangular.
The technical scheme is adopted, and the method has the advantages that: the setting of connecting the lifting rope among the above-mentioned technique has improved the backup pad and has pasted the joint strength who establishes between the board, and then has improved constructor's security when constructing the vestibule.
The invention further provides that: a steel truss is arranged below the supporting plate and consists of a transverse truss, a vertical truss and an inclined truss, the starting end of the transverse truss is a fixed connection end for fixedly connecting with the section steel on the outer wall of the external floor, the tail end of the transverse truss is a connection end, the starting end of the vertical truss is connected with the outer wall of the fixed end of the horizontal truss, one end of the inclined truss is connected with the connecting end of the horizontal truss, the other end is connected with the tail end of the vertical truss, the combined radial section of the horizontal truss, the vertical truss and the inclined truss is arranged in a triangle shape, the end surface of the horizontal truss is attached to the bottom surface of the supporting plate, the inner wall surface of the vertical truss is a binding surface used for being in contact with the outer wall surface of the external floor outer wall, a plurality of second limiting holes penetrate through the vertical truss along the length direction of the vertical truss, and each second limiting hole is in threaded connection with a second limiting bolt used for being in threaded fit with a pre-buried hole in the external floor outer wall.
The technical scheme is adopted, and the method has the advantages that: according to the technology, the steel truss is composed of the transverse truss, the vertical truss and the inclined truss, the radial section of the steel truss is arranged in a triangular shape, the connection strength among the transverse truss, the vertical truss and the inclined truss is improved, meanwhile, the supporting strength of the supporting plate can be improved, the stability of the vertical truss on the outer wall of an external floor can be improved due to the arrangement of the second limiting bolt on the vertical truss, and the supporting strength of the steel truss on the supporting plate is further improved.
Drawings
FIG. 1 is a three-dimensional view of the present invention in use;
FIG. 2 is a view of the present invention in an unused state;
fig. 3 is a side cross-sectional view of the present invention.
Detailed Description
The invention provides a sinking type high-altitude corridor construction device which comprises two construction components for being placed at the top of an external floor, wherein each construction component comprises a support plate 1, the two support plates 1 are positioned on the same horizontal plane, construction grooves 11 are formed between the two support plates at intervals, an attaching plate 2 for attaching to the external floor outer wall is arranged on each support plate 1, a fixing part for fixing the attaching plate 2 on the external floor outer wall is arranged on each attaching plate 2, a movable plate 3 is movably arranged below the two support plates 1, the two movable plates 3 are movably arranged in the construction grooves 11, a plurality of support columns 31 are arranged on one side of the end surface of each movable plate 3, movable holes 21 are arranged on the support plates 1 corresponding to each support column 31 on the adjacent movable plates 3, and each support column 31 is arranged by penetrating through the corresponding and adjacent movable holes 21, the supporting plate 1 is provided with a linkage part for fixing the two movable plates 3 when the two movable plates 3 ascend and close the construction groove 11, the top of each supporting column 31 is provided with a sealing cover 32, the diameter of the radial section of the sealing cover 32 is larger than that of the movable hole 21, the bottom surface of the sealing cover 32 is hinged with two fixing rods 33, two sides of each movable hole 21 are respectively penetrated with a linkage hole 22, each fixing rod 33 is inserted and matched with the respective adjacent linkage hole 22, the diameter of the radial section of each fixing rod 33 is consistent with that of the linkage hole 22, one side of each linkage hole 22 is obliquely provided with a linkage groove 23 for the insertion of the adjacent fixing rod 33, each linkage groove 23 is arranged on the end surface of the supporting plate 1, the fixing rod 33 is the linkage part, the supporting plate 1 is provided with a rubber ring corresponding to each movable hole 21, and the rubber ring is provided with a through hole for the adjacent supporting column 31 to penetrate, the rubber ring left side wall is the contact surface used for contacting with the bottom surface of the sealing cover 32, the rubber ring right side wall is attached to the end surface of the support plate 1, a plurality of connecting holes 12 are arranged on the side wall of the support plate 1 along the length direction of the support plate 1, a plurality of connecting rods 121 are arranged in the construction groove 11, two ends of each connecting rod 121 are respectively matched with the adjacent connecting holes 12 in a threaded manner, the fixing part comprises two fixing plates 4 used for being placed on the top surface of an external floor, fixing blocks 41 are arranged on the two fixing plates 4, fixing grooves 42 used for being matched with the blocking edges on the top surface of the external floor in an inserting manner are arranged on the bottom surface of each fixing block 41, the two fixing blocks 41 are respectively connected with the two pasting plates 2, a plurality of fixing holes 43 are arranged on the fixing plates 4 along the length direction of the fixing plates, and a high-strength bolt 431 used for being connected with the embedded holes on the top surface of the external floor in a threaded manner is connected in each fixing hole 43 in a threaded manner, the top of each high-strength bolt 431 is provided with a matching ring 44, the shaft holes of the matching rings 44 on the fixing plate 4 are coaxially arranged, each fixing plate 4 is provided with a limiting rod 5 used for penetrating through the shaft hole of the matching ring 44, the pasting plate 2 is provided with a plurality of first limiting holes 24 penetrating along the length direction, each first limiting hole 24 is in threaded connection with a first limiting bolt 241 used for being in threaded fit with a pre-buried hole on the outer wall of an external floor, the pasting plate 2 is provided with a first through hole, the supporting plate 1 is provided with a second through hole, the first through hole is in threaded connection with a first stud 25, the second through hole is in threaded connection with a second stud 13, a connecting lifting rope 6 is connected between the first stud 25 and the second stud 13, the radial cross section of the combination of the pasting plate 2, the supporting plate 1 and the connecting lifting rope 6 is in a triangular arrangement, a steel truss is arranged below the supporting plate 1, the steel truss is composed of a horizontal truss 71, a vertical truss 72 and an inclined truss 73, the starting end of the transverse truss 71 is a fixed connection end 711 used for being fixedly connected with the section steel on the outer wall of an external floor, the tail end of the transverse truss 71 is a connecting end, the initial end of the vertical truss 72 is connected with the outer wall of the fixed connecting end 711 of the transverse truss 71, one end of the inclined truss 73 is connected with the connecting end of the transverse truss 71, the other end is connected with the tail end of the vertical truss 72, the combined radial section of the horizontal truss 71, the vertical truss 72 and the inclined truss 73 is arranged in a triangle, the end face of the transverse truss 71 is attached to the bottom face of the support plate 1, the inner wall face of the vertical truss 72 is an attaching face used for contacting with the outer wall face of the outer wall of an external floor, a plurality of second limiting holes penetrate through the vertical truss 72 along the length direction of the vertical truss, and each second limiting hole is in threaded connection with a second limiting bolt 721 matched with the embedded hole in the outer wall of the external floor through threads.
While there have been shown and described what are at present considered the fundamental principles and essential features of the invention and its advantages, it will be understood by those skilled in the art that the invention is not limited by the embodiments described above, which are merely illustrative of the principles of the invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the invention as defined by the appended claims and their equivalents.
Claims (9)
1. The utility model provides a formula of sinking high altitude vestibule construction equipment which characterized in that: comprises two construction components which are used for being placed at the top of an external floor, the construction components comprise support plates, the two support plates are positioned on the same horizontal plane, a construction groove is formed between the two support plates at intervals, the supporting plates are provided with pasting plates used for pasting the external floor outer walls, the pasting plates are provided with fixing parts used for fixing the pasting plates on the external floor outer walls, movable plates are movably arranged below the two supporting plates, the two movable plates are movably arranged in the construction groove, a plurality of support columns are arranged on one side of the end surface of the movable plate, a movable hole is arranged on the support plate corresponding to each support column on the adjacent movable plate, each support column penetrates through the corresponding and adjacent movable hole, the supporting plate is provided with a linkage piece used for fixing the movable plates when the two movable plates ascend and close the construction groove.
2. The sinking type high-altitude corridor construction device according to claim 1, wherein: every the support column top all is provided with the closing cap, the radial cross-section diameter of closing cap is greater than the setting of activity hole diameter, it has two dead levers to articulate on the closing cap bottom surface, every the linkage hole has all been run through to the activity hole both sides, every the dead lever all sets up with adjacent linkage hole grafting cooperation separately, the radial cross-section diameter of dead lever is unanimous with the linkage hole diameter.
3. A sinking high altitude corridor construction device according to claim 2, characterized in that: each linkage hole is obliquely provided with a linkage groove for adjacent fixing rods to be inserted, each linkage groove is formed in the end face of the supporting plate, and the fixing rods are linkage parts.
4. A sinking high altitude corridor construction device according to claim 2, characterized in that: the utility model discloses a sealing cover, including backup pad, rubber ring, supporting column, sealing cover, the last rubber ring that corresponds every activity hole position in the backup pad all is provided with, set up the perforation that supplies adjacent support column to wear to establish on the rubber ring, the contact surface that rubber ring left side wall contacted for being used for with the closing cover bottom surface, rubber ring right side wall sets up with the laminating of backup pad terminal surface.
5. The sinking type high-altitude corridor construction device according to claim 1, wherein: a plurality of connecting holes have been arranged along backup pad length direction on the backup pad lateral wall, be provided with a plurality of connecting rods in the construction groove, every the connecting rod both ends set up with adjacent connecting hole screw-thread fit separately respectively.
6. The sinking type high-altitude corridor construction device according to claim 1, wherein: the mounting includes that two are used for placing the fixed plate on external floor top surface, two all be provided with the fixed block on the fixed plate, set up on the fixed block bottom surface be used for with external floor top surface on flange grafting complex fixed slot, two the fixed block is connected the setting with two subsides establishment boards respectively, a plurality of fixed orificess, every have been seted up along its length direction on the fixed plate equal threaded connection in the fixed orificess be used for with the pre-buried hole threaded connection's on the external floor top surface bolt that excels in, every the cooperation ring has all been seted up at the bolt top that excels in, the equal coaxial setting in shaft hole of a plurality of cooperation rings on the fixed plate, every all be provided with the gag lever post that is used for passing the cooperation ring shaft hole on the fixed plate.
7. The sinking type high-altitude corridor construction device according to claim 1, wherein: a plurality of first limiting holes penetrate through the pasting plate along the length direction of the pasting plate, and each first limiting hole is connected with a first limiting bolt in threaded fit with a pre-buried hole in an external floor external wall through threads.
8. The sinking type high-altitude corridor construction device according to claim 1, wherein: the novel hanging rope is characterized in that a first through hole is formed in the pasting plate, a second through hole is formed in the supporting plate, a first stud is connected to the first through hole in a threaded mode, a second stud is connected to the second through hole in a threaded mode, a connecting hanging rope is connected between the first stud and the second stud, and the radial cross section of the combination of the pasting plate, the supporting plate and the connecting hanging rope is triangular.
9. The sinking type high-altitude corridor construction device according to claim 1, wherein: a steel truss is arranged below the supporting plate and consists of a transverse truss, a vertical truss and an inclined truss, the starting end of the transverse truss is a fixed connection end for fixedly connecting with the section steel on the outer wall of the external floor, the tail end of the transverse truss is a connection end, the starting end of the vertical truss is connected with the outer wall of the fixed end of the horizontal truss, one end of the inclined truss is connected with the connecting end of the horizontal truss, the other end is connected with the tail end of the vertical truss, the combined radial section of the horizontal truss, the vertical truss and the inclined truss is arranged in a triangle shape, the end surface of the horizontal truss is attached to the bottom surface of the supporting plate, the inner wall surface of the vertical truss is a binding surface used for being in contact with the outer wall surface of the external floor outer wall, a plurality of second limiting holes penetrate through the vertical truss along the length direction of the vertical truss, and each second limiting hole is in threaded connection with a second limiting bolt used for being in threaded fit with a pre-buried hole in the external floor outer wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210806043.3A CN115110740A (en) | 2022-07-08 | 2022-07-08 | Sinking type high-altitude corridor construction device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210806043.3A CN115110740A (en) | 2022-07-08 | 2022-07-08 | Sinking type high-altitude corridor construction device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN115110740A true CN115110740A (en) | 2022-09-27 |
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ID=83332660
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210806043.3A Pending CN115110740A (en) | 2022-07-08 | 2022-07-08 | Sinking type high-altitude corridor construction device |
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| CN (1) | CN115110740A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2465409A1 (en) * | 2004-03-02 | 2005-09-02 | John Di Poce | Apparatus for improving construction safety |
| EP3336037A1 (en) * | 2016-12-14 | 2018-06-20 | Scanclimber Oy | A system comprising a rotatable work platform |
| US20180347275A1 (en) * | 2017-05-31 | 2018-12-06 | Toyota Motor Engineering & Manufacturing North America, Inc. | Height actuated self-activating safety gate |
| KR102086292B1 (en) * | 2019-07-29 | 2020-03-06 | 김소중 | Dust layer elevator for preventing paint mist scattering |
| KR20220023552A (en) * | 2020-08-21 | 2022-03-02 | 한국전력공사 | Exterior wall-mounted safety structure for outdoor work |
-
2022
- 2022-07-08 CN CN202210806043.3A patent/CN115110740A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2465409A1 (en) * | 2004-03-02 | 2005-09-02 | John Di Poce | Apparatus for improving construction safety |
| EP3336037A1 (en) * | 2016-12-14 | 2018-06-20 | Scanclimber Oy | A system comprising a rotatable work platform |
| US20180347275A1 (en) * | 2017-05-31 | 2018-12-06 | Toyota Motor Engineering & Manufacturing North America, Inc. | Height actuated self-activating safety gate |
| KR102086292B1 (en) * | 2019-07-29 | 2020-03-06 | 김소중 | Dust layer elevator for preventing paint mist scattering |
| KR20220023552A (en) * | 2020-08-21 | 2022-03-02 | 한국전력공사 | Exterior wall-mounted safety structure for outdoor work |
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Application publication date: 20220927 |