CN212388956U - Suspension operation platform for construction of building inclined structural column - Google Patents
Suspension operation platform for construction of building inclined structural column Download PDFInfo
- Publication number
- CN212388956U CN212388956U CN202021647397.0U CN202021647397U CN212388956U CN 212388956 U CN212388956 U CN 212388956U CN 202021647397 U CN202021647397 U CN 202021647397U CN 212388956 U CN212388956 U CN 212388956U
- Authority
- CN
- China
- Prior art keywords
- basket
- primary
- construction
- structural column
- platform
- 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
Links
- 238000010276 construction Methods 0.000 title claims abstract description 45
- 239000000725 suspension Substances 0.000 title claims abstract description 34
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 57
- 239000010959 steel Substances 0.000 claims abstract description 57
- 230000007246 mechanism Effects 0.000 claims abstract description 25
- 238000005096 rolling process Methods 0.000 claims description 16
- 230000000903 blocking effect Effects 0.000 claims description 14
- 238000000034 method Methods 0.000 abstract description 4
- 230000007704 transition Effects 0.000 description 4
- 239000002023 wood Substances 0.000 description 4
- 230000002349 favourable effect Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 230000001360 synchronised effect Effects 0.000 description 2
- 229920000742 Cotton Polymers 0.000 description 1
- 238000005299 abrasion Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to a construction of building slope structure post is with suspending in midair work platform. The suspension operation platform for the construction of the building inclined structural column comprises a primary basket, two secondary baskets movably assembled with the primary basket, a suspension mechanism and a lifting mechanism, wherein the primary basket is provided with a through hole for the inclined structural column to pass through, the secondary baskets are provided with U-shaped holes, the two secondary baskets are oppositely arranged on the primary basket so that the U-shaped holes on the two secondary baskets form an enclosing hole for enclosing the inclined structural column, and the enclosing hole is communicated with the through hole; the suspension mechanism is fixed on the roof steel truss and is connected with the primary basket through a steel wire rope; the lifting mechanism is arranged on the female basket and connected with the steel wire rope and used for driving the female basket to lift. Above-mentioned scheme makes the dado adapt to the inclination of slope structure post through the position that removes two sub-baskets at the lift in-process to can realize the construction of the structure post exterior finish of co-altitude not, different gradients.
Description
Technical Field
The utility model belongs to the technical field of building slope structure post or steel constructs the construction of post exterior finish, concretely relates to building slope structure post construction is with suspending in midair work platform.
Background
Building or steel structural columns are common building structures, and scaffolds and baskets are often used for constructing exterior surfaces of the building or steel structural columns. When the height of a structural column or a steel structural column of a building (structure) is too high, if a large-volume full scaffold is erected, the cost is extremely high, the safety is poor, and the requirement of safe construction operation cannot be met generally. In addition, if there is a large inclination of a structural column or a steel column of a building (structure), the conventional gondola cannot be constructed with the inclination of the structural column or the steel column.
In summary, what kind of operation platform is adopted for a structural column or a steel structural column which exceeds a certain height and has a large inclination angle to meet the requirement of smooth construction and ensure safe operation at high altitude is an urgent technical problem to be solved.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model aims at providing a building slope structure post construction can guarantee safety, can carry out the construction smoothly again with hanging in midair work platform.
In order to achieve the above object, the utility model adopts the following technical scheme:
building slope structure post construction is with hanging in midair work platform includes:
the primary basket is arranged in parallel with the ground, and is provided with a through hole for the inclined structural column to pass through;
the two sub-baskets are oppositely arranged on the mother basket so that the U-shaped openings on the two sub-baskets form an enclosing opening which surrounds the inclined structural column, and the enclosing opening is communicated with the through opening;
the through opening extends along the moving direction of the sub basket relative to the main basket;
the suspension mechanism is fixed on the roof steel truss and is connected with the female basket through a steel wire rope;
and the lifting mechanism is arranged on the female basket, connected with the steel wire rope and used for driving the female basket to lift.
The suspension operation platform for the construction of the building inclined structural column has the beneficial effects that: the utility model discloses a construction of building slope structure post is with suspending in midair work platform when being under construction to the exterior veneer of slope structure post, under hoist mechanism and the effect that hangs the mechanism, along with the increase of construction height, can correspond the position of adjusting the enclosing opening that two sub-baskets formed through the position of real-time adjustment sub-baskets to suit with the incline direction of slope structure post. The integral adaptability is strong, the construction height and the inclination degree of the structural column are not limited basically, the method can be used for vertical or inclined high-rise tower structures and plane special-shaped building facades, and the application range is wide; the lifting of the female basket is stable, the hanging is firm, the form of erecting a scaffold is avoided, the safety is high, and the cost is saved.
Further, the primary basket and the secondary basket are movably assembled together in a mode that the rollers are in rolling fit with the rolling tracks.
Has the advantages that: the assembly is simple to carry out, and the constructor of being convenient for adjusts the position of the sub-basket, reduces intensity of labour.
Further, female basket is split type structure, including the female basket of first female basket and second, and son basket sets up between the female basket of first female basket and second, and the female basket of first female basket and second is located the radial back of the body both sides of inclining the structure post respectively and sets up mutually, and the female basket of first female basket and second passes through the tie-beam and connects into a whole.
Has the advantages that: adopt split type structure, on the one hand be convenient for transport and transportation, on the other hand can be directly set up in the radial both sides of slope constructional column at the scene, and the equipment of being convenient for is favorable to the construction.
Further, first female basket is the same with the structure of the female basket of second, all include the platform unit of a plurality of mutual removable concatenations, the platform unit is including supplying the female basket seat that the workman person of executing stood, with female basket seat releasable connection and parallel arrangement's interior fence and outer fence, the corresponding end of female basket seat extends to outside the interior fence and upwards buckle with and enclose into the roll track between the fence, two adjacent platform units pass through power frame and connect, the platform unit that is located the head and the tail both ends passes through linking frame and the coupling beam releasable connection that corresponds, all be equipped with hoist mechanism and each hoist mechanism synchronous operation on each power frame.
Has the advantages that: the structure of first female basket and the female basket of second is the same, is convenient for together make, reduces design cost, and in addition, every female basket is formed by the concatenation of a plurality of platform unit, is favorable to transporting and on-the-spot to assemble to each hoist mechanism synchronous operation is favorable to guaranteeing the steady lift of female basket, guarantees the security of construction.
Furthermore, the sub-basket comprises a sub-basket seat, two blocking fences which are connected with the sub-basket seat and are oppositely arranged, a side frame which is connected with the same end of the two blocking fences, and a side fence which is connected with the other end of the two blocking fences, wherein the side fence faces the side frame and is inwards concave to form the U-shaped opening, two ends of the sub-basket seat, which are vertically arranged towards the U-shaped opening, respectively extend out of the corresponding blocking fences, and the two ends are respectively provided with a roller which is movably matched with the rolling track.
Has the advantages that: simple structure is convenient for realize the removal assembly between son basket and the female basket, adopts the form of gyro wheel, and is more laborsaving when the position of the relative female basket of adjustment son basket.
Further, the U-shaped opening is a flaring.
Has the advantages that: the U-shaped opening adopts a flaring structure, so that the inclined structural column can penetrate through the U-shaped opening.
Furthermore, the lower end of the steel wire rope is connected with a balancing weight through a sheet clamp.
Has the advantages that: the balancing weight is used for tensioning steel wire rope, increases steel wire rope's frictional force simultaneously, can prevent female basket from pulling up steel wire rope simultaneously and influencing the normal lift of female basket when promoting.
Drawings
Fig. 1 is a front view of a suspension work platform for building inclined structural column construction of the present invention;
FIG. 2 is a top view of the suspension work platform for construction of building inclined structural columns of the present invention;
FIG. 3 is a schematic view of a suspension mechanism in the suspension work platform for construction of building inclined structural columns of the present invention;
FIG. 4 is a front view of the suspension mechanism of the suspension work platform for construction of building inclined structural columns;
FIG. 5 is a side view of the suspension mechanism installed in the suspension platform for the construction of building inclined structural columns according to the present invention;
FIG. 6 is a schematic plan view of the assembly of the primary basket and the secondary basket in the suspension platform for construction of building inclined structural columns of the present invention;
fig. 7 is a schematic diagram of the positions of the primary basket and the secondary basket at different suspension heights and the inclined structural column in the suspension work platform for the construction of the inclined structural column of the building.
Reference numerals: 1-a first female basket, 2-a second female basket, 3-a first female basket, 4-a second female basket, 5-a female basket seat, 6-an inner rail, 7-an outer rail, 8-a power frame, 9-a connecting frame, 10-a connecting beam, 11-an inclined structural column, 12-a steel wire rope, 13-a safety lock, 14-a hoist, 15-an electrical control cabinet, 16-a roof steel truss, 17-a basket beam, 18-a fixing clip, 19-a transition joint, 20-a U-shaped opening, 21-a girth, 22-a passing opening, 23-a rolling rail, 24-a roller, 25-an outer side frame, 26-a steel structure, 27-a wood board, 28-a female basket seat, 29-a blocking rail, 30-a left side rail, 31-a right side rail, 32-middle rail, 33-square steel, 34-bolt perforation.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
The utility model discloses a construction of building slope structure post is with hanging in midair work platform's specific embodiment:
as shown in fig. 1 to 7, the suspension work platform for building inclined structural column construction includes a suspension mechanism, a lifting mechanism, a basket, an electrical control cabinet 15, and a wire rope 12.
The hanging mechanism comprises two groups of hanging basket beams 17, as shown in fig. 3, each group of hanging basket beams 17 comprises three square steels 33 with certain lengths, and every two adjacent square steels 33 are detachably connected through a transition joint 19 and a high-strength bolt. Specifically, two ends of the transition section 19 can respectively extend into two adjacent square steels 33, and bolt through holes 34 corresponding to each other are formed in the transition section 19 and the square steels 33. When the hanging basket cross beam 17 is installed, as shown in fig. 4 and 5, a safety channel is laid on the roof steel truss 16 by using the wood board 27, the wood board 27 is laid on the upper part of the steel structure 26 of the building and needs to be fixed on the roof steel truss 16 by using bolts, the fixing point of each wood board is not less than 4, the fixing is required to be firm, the connection part is smooth, a baseboard hanging safety net is arranged on an adjacent protective railing, and the operation safety of an installer on the roof steel truss 16 is ensured. Each group of basket beams 17 are arranged on the roof steel truss 16 in parallel according to the diameter and the inclination direction of the inclined structural column 11, a set interval is reserved between the two groups of basket beams 17, and each group of basket beams 17 are fixed with the roof steel truss 16 by 3 groups of fixing clips 18 to prevent the basket beams from displacing when stressed. The fixing clip 18 is made of a common U-shaped round steel.
The steel wire ropes 12 include working steel wire ropes and safety steel wire ropes, and as shown in fig. 2, the basket beam 17 is provided with fixing points for the steel wire ropes. During installation, the working steel wire rope and the safety steel wire rope at each fixed point are respectively clamped by 3U-shaped rope clamps, the distance between the U-shaped rope clamps is not less than 6 times of the diameter of the steel wire rope 12, the distance between the head of the steel wire rope and the rope clamps is not less than a set distance, a small amount of arch of the steel wire rope 12 is used as a safety inspection opening between the last rope clamp and the middle rope clamp, the steel wire rope is clamped to 1/2-1/3 in diameter after a nut of the rope clamp is screwed down, and a limiting block is arranged at a proper position of the safety steel wire rope. Cotton ropes are also arranged on the roof steel truss 16 according to the factors such as the length and the setting angle of the hanging basket and are used as safety ropes; in order to prevent accidents caused by abrasion due to direct contact of the safety rope and the steel truss in use, the contact part of the safety rope and the steel truss is wrapped by double-layer felts, and each safety rope is only used by two persons.
In the embodiment, the hanging basket comprises a female basket arranged parallel to the ground and a sub basket movably assembled on the female basket. Specifically, the primary basket is a split structure and comprises a first primary basket 1 and a second primary basket 2 which are identical in structure and are oppositely arranged, and a space between the first primary basket 1 and the second primary basket 2 forms a through hole 22 for the inclined structural column 11 to pass through. The sub-baskets comprise a first sub-basket 3 and a second sub-basket 4 which are identical in structure and are oppositely arranged, and the two sub-baskets are located between the first main basket 1 and the second main basket 2. As shown in fig. 1, 2 and 6, the arrangement direction of the first and second female baskets 1 and 2 is defined as a left-right direction, and the extending direction of the first and second female baskets 1 and 2 is a front-rear direction. The front end and the rear end of the first primary basket 1 and the front end and the rear end of the second primary basket 2 are respectively connected in a one-to-one correspondence manner through the two connecting beams 10 which are arranged at intervals up and down, so that the two primary baskets form a whole, the stability of the suspension operation platform is improved, and the two secondary baskets are prevented from falling off during operation.
The present embodiment is explained only with the structure of the first primary basket 1 and the first secondary basket 3. As shown in fig. 2 and 6, the first female basket 1 comprises a plurality of platform units detachably spliced with each other, each platform unit comprises a female basket base 5 for an administrator to stand on, an inner rail 6 and an outer rail 7 detachably connected with the female basket base 5 through stainless steel bolts and arranged in parallel, the inner rail 6 is positioned on the right side of the female basket base 5, and the outer rail 7 is positioned on the left side of the female basket base 5. The right end of the female basket seat 5 extends out of the inner rail 6 and is bent upwards to form a rolling rail 23 with the inner rail 6. Two adjacent platform units are connected together through a power frame 8, the platform units at the head end and the tail end are detachably connected with corresponding connecting beams 10 through connecting frames 9, and the structures of the power frame 8 and the connecting frames 9 are the same.
And each power frame 8 and each connecting frame 9 are provided with a lifting mechanism. As shown in fig. 1 and 2, the lifting mechanism includes a hoist 14 and a safety lock 13, and the safety lock 13 and the hoist 14 are respectively installed in a safety lock bracket and a hoist support on the power frame (or the connection frame). The safety lock 13 adopts an LSB30 type safety lock, and the swing arm roller is arranged towards the inner side of the platform; the hoister 14 is an LTD8.0 type hoister, a rectangular concave frame on the back of the hoister is aligned to the hoister support during installation, a pin shaft is inserted and locked by a lock pin, and the hoister is fixed on a cross rod of a hoister mounting frame by two connecting bolts or a handle assembly at the upper end of a hoister box body. The electric control cabinet 15 is arranged on the outer column of the platform unit in the middle of the first female basket 1, the cabinet door faces the inner side of the suspension platform, and the electric control cabinet is fixed on the rail through two lifting pieces. After the electric control cabinet is installed and fixed, the connector plugs of the power supply cable, the motor cable and the operation switch cable are inserted into corresponding sockets at the lower end of the electric box. During plug-in mounting of the connector plug, the positions of the pins are carefully aligned, and force is uniformly applied to push in the pins so as to prevent the connector plug from being damaged. The electrical control cabinet can control each lifting machine to run synchronously.
The working steel wire rope and the safety steel wire rope respectively penetrate into the hoisting machine 14 and the safety lock 13; the assembled mother basket is moved to the position right below the suspension mechanism according to the position of the suspension mechanism, so that safety accidents such as overturning and the like during lifting of the suspension platform are prevented. In addition, the lower end of each steel wire rope is connected with a balancing weight through a clamping piece, the balancing weight is used for tensioning the steel wire rope, and meanwhile, the friction force of the steel wire rope is increased, so that the steel wire rope is prevented from being simultaneously pulled up when each female basket is lifted, and the normal operation of the whole suspension platform is prevented from being influenced. When the balancing weight is installed, the two sheet clamps are clamped at the position, 5-6 cm away from the ground, of the lower end of the steel wire rope, and then the bolt is fastened on the steel wire rope.
As shown in fig. 2 and 6, the first sub-basket includes a sub-basket seat 28, two blocking rails 29 detachably connected to and oppositely disposed with the sub-basket seat 28 by stainless steel bolts, an outer frame 25 connected to the same end of the two blocking rails 29, and a side rail connected to the other end of the two blocking rails. The side rails comprise a left side rail 30, a right side rail 31 and a middle rail 32, the left side rail 30 and the right side rail 31 are symmetrically arranged at the left end and the right end of the middle rail 32, and the left side rail 30, the right side rail 31 and the middle rail 32 enclose a U-shaped opening 20 to enable the side rails to be concave towards the outer side frame. The distance between the left side rail 30 and the right side rail 31 gradually increases in the front-rear direction, so that the U-shaped mouth 20 forms a flare. The U-shaped opening 20 between the first sub-basket 3 and the second sub-basket 4 forms an enclosure 21 for the inclined structural column 11 to pass through, and the enclosure 21 is communicated with the passing opening 22 in the up-down direction. The left end and the right end of the sub-basket seat 28 respectively extend out of the corresponding blocking fence 29, the left end and the right end of the sub-basket seat 28 are respectively provided with a roller 24 which is in rolling fit with the rolling rail 23 on the main basket seat 5, and the sub-basket is movably assembled on the main basket in a rolling fit mode of the roller and the rolling rail.
All parts of the suspension working platform for building inclined structural column construction can be assembled on site, so that the suspension working platform is convenient to carry and transport. According to the arrangement positions shown in fig. 6, the first primary basket 1 and the second primary basket 2 are respectively assembled and connected at the positions of two radial opposite sides of the inclined structural column 11, when the first secondary basket 3 and the second secondary basket 4 are installed, the rollers 24 on the two secondary baskets are firstly placed on the rolling tracks 23 on the corresponding primary baskets, whether rolling is normal is checked, then the blocking fence 29, the outer side frame 25, the left side fence 30, the right side fence 31 and the middle fence 32 are sequentially installed, and when the secondary baskets are installed, the first secondary basket and the second secondary baskets are ensured to oppositely surround the inclined structural column.
During construction, the primary basket and the secondary baskets are lifted upwards by the lifting machine, when the primary basket and the secondary baskets are lifted to different heights, the positions of the two secondary baskets are synchronously adjusted to adjust the position of the enclosing opening, so that the enclosing opening can adapt to the inclination angle of the inclined structural column, and the specific effect is as shown in fig. 7. When the positions of the two sub-baskets are adjusted, the two sub-baskets can be manually stood on the mother basket to push the sub-baskets to be adjusted, and the rollers can be driven by the driving motor to move, so that manual pushing is not needed.
The suspension operation platform for the construction of the building inclined structural column is convenient to mount and dismount, can be repeatedly utilized, and is convenient to transport and carry by adopting a modular design; the method is basically not limited by the construction height, can be used for the construction of vertical or inclined tower body structures and the outer vertical surfaces of plane special-shaped buildings, has strong adaptability, and is more economical and safer compared with the traditional method for erecting scaffolds. The suspension operation platform for the construction of the inclined structural column of the whole building occupies less construction site, can improve the construction efficiency, ensures the construction quality, and can reduce the labor intensity and the construction cost.
In other embodiments, the primary basket and the secondary basket can be movably assembled together through a sliding way and a sliding chute in a sliding fit mode.
In other embodiments, the female basket may also adopt an integral structure, that is, the first female basket and the second female basket are of an integral structure, and the through opening is an opening formed in the whole female basket seat.
The above-described embodiments of the present invention do not limit the scope of the present invention. Any modification, equivalent replacement, and improvement made within the spirit and principle of the present invention should be included in the protection scope of the claims of the present invention.
Claims (7)
1. Building slope structure post construction is with hanging in midair work platform, its characterized in that includes:
the primary basket is arranged in parallel with the ground, and is provided with a through hole for the inclined structural column to pass through;
the two sub-baskets are oppositely arranged on the mother basket so that the U-shaped openings on the two sub-baskets form an enclosing opening which surrounds the inclined structural column, and the enclosing opening is communicated with the through opening;
the through opening extends along the moving direction of the sub basket relative to the main basket;
the suspension mechanism is fixed on the roof steel truss and is connected with the female basket through a steel wire rope;
and the lifting mechanism is arranged on the female basket, connected with the steel wire rope and used for driving the female basket to lift.
2. The suspended platform for construction of inclined structural column of building as claimed in claim 1, wherein the primary basket and the secondary basket are movably assembled together by means of rolling wheels in rolling engagement with rolling rails.
3. The hanging operation platform for construction of the inclined structural column of the building according to claim 1 or 2, wherein the primary basket is of a split structure and comprises a first primary basket and a second primary basket, the secondary basket is arranged between the first primary basket and the second primary basket, the first primary basket and the second primary basket are respectively located on two sides of the inclined structural column, which are opposite to each other in the radial direction, and the first primary basket and the second primary basket are connected into a whole through a connecting beam.
4. The suspension operation platform for construction of the inclined structural column of the building as claimed in claim 3, wherein the first and second primary baskets have the same structure and comprise a plurality of platform units detachably spliced with each other, each platform unit comprises a primary basket seat for an administrator to stand, an inner fence and an outer fence detachably connected with the primary basket seat and arranged in parallel, corresponding ends of the primary basket seat extend out of the inner fence and are bent upwards to enclose a rolling track with the inner fence, two adjacent platform units are connected through a power frame, the platform units at the head end and the tail end are detachably connected with corresponding connecting beams through connecting frames, each power frame is provided with a lifting mechanism, and each lifting mechanism runs synchronously.
5. The suspension operation platform for construction of the inclined structural column of the building according to claim 4, wherein the sub-basket comprises a sub-basket seat, two blocking rails connected with the sub-basket seat and oppositely arranged, a side frame connected with the same end of the two blocking rails, and a side rail connected with the other end of the two blocking rails, the side rail is recessed towards the side frame to form the U-shaped opening, two ends of the sub-basket seat, which are vertically arranged with the U-shaped opening, respectively extend out of the corresponding blocking rails, and the two ends are respectively provided with a roller movably matched with the rolling rail.
6. The suspended platform for construction of inclined structural columns of buildings according to claim 5, wherein the U-shaped mouth is flared.
7. The suspension work platform for construction of an inclined structural column of a building according to claim 1 or 2, wherein a lower end of the wire rope is connected with a counter weight through a clip.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021647397.0U CN212388956U (en) | 2020-08-10 | 2020-08-10 | Suspension operation platform for construction of building inclined structural column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021647397.0U CN212388956U (en) | 2020-08-10 | 2020-08-10 | Suspension operation platform for construction of building inclined structural column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212388956U true CN212388956U (en) | 2021-01-22 |
Family
ID=74253653
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021647397.0U Expired - Fee Related CN212388956U (en) | 2020-08-10 | 2020-08-10 | Suspension operation platform for construction of building inclined structural column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212388956U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111749452A (en) * | 2020-08-10 | 2020-10-09 | 中建七局建筑装饰工程有限公司 | Suspension operation platform for building inclined structural column construction and construction method |
-
2020
- 2020-08-10 CN CN202021647397.0U patent/CN212388956U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111749452A (en) * | 2020-08-10 | 2020-10-09 | 中建七局建筑装饰工程有限公司 | Suspension operation platform for building inclined structural column construction and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CA1292489C (en) | Mobile suspended scaffold | |
| CN112431399A (en) | Hanging basket for building outer wall and mounting method thereof | |
| CN101696598B (en) | Wholly lifted construction external frame | |
| CN109826411A (en) | A kind of climbing frame and its operation method for building | |
| CN112681714A (en) | Construction method of steel wire rope lengthened rear support type hanging basket | |
| CN212388956U (en) | Suspension operation platform for construction of building inclined structural column | |
| CN116136122A (en) | Integrated attached type inclined lifting climbing frame system and use method thereof | |
| CN211257766U (en) | Movable operating platform with anti-overturning supporting legs | |
| CN214641256U (en) | Wind power tower cylinder door frame combination welded platform | |
| CN213596814U (en) | Movable three-dimensional crossing type multipurpose suspension bridge construction platform | |
| AU2014224104B2 (en) | Construction Site Safety Screen System | |
| CN111749452A (en) | Suspension operation platform for building inclined structural column construction and construction method | |
| CN216196742U (en) | A wallboard installation device for position is striden to height | |
| CN117005664A (en) | Electric translation type hanging basket | |
| CN217201855U (en) | Pipeline elevating gear of building electromechanical installation usefulness | |
| CN212897455U (en) | Prevent portable scaffold frame that topples | |
| CN113107147B (en) | Construction method of canopy at entrance and exit of subway station | |
| CN214456405U (en) | Inverted lifting frame device for portal type suspension holding rod | |
| CN2209702Y (en) | Saffold | |
| CN104847101B (en) | Operation platform for decoration work on long cantilever positions of roofs with steel structures | |
| CN113175201A (en) | A operation platform that rises that slides for elevartor shaft construction | |
| CN113389363A (en) | Combined splicing type liftable protective tower | |
| CN2741943Y (en) | Special device for mounting lift | |
| CN218757047U (en) | Movable steel cable bridge deck pavement auxiliary equipment | |
| CN215594839U (en) | Station auxiliary device applied to super high-rise steel-concrete structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210122 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |