CN210713745U - Synchronous construction scaffold system for multiple working faces of super high-rise building - Google Patents
Synchronous construction scaffold system for multiple working faces of super high-rise building Download PDFInfo
- Publication number
- CN210713745U CN210713745U CN201920656951.2U CN201920656951U CN210713745U CN 210713745 U CN210713745 U CN 210713745U CN 201920656951 U CN201920656951 U CN 201920656951U CN 210713745 U CN210713745 U CN 210713745U
- Authority
- CN
- China
- Prior art keywords
- construction
- scaffold
- building
- guide
- guide rail
- 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.)
- Active
Links
Images
Abstract
The utility model discloses a synchronous construction scaffold system of many working faces of super high-rise building relates to die carrier system technical field for it is single to solve traditional construction scaffold system working face, and total engineering time is long, the higher problem of construction cost. The upper lifting scaffold and the lower lifting scaffold are arranged, the height of the frame body of the upper lifting scaffold is different from the number of the lifting floors, and the upper lifting scaffold is mainly used for construction of a building main body structure, building of decorative columns, plastering of outer walls and the like; the lower lifting scaffold is mainly used for finishing a small amount of plastering, face brick pasting, real stone paint in a shutter and other external facade decoration work on an external wall; certain floors are arranged between the two, so that the construction flow is optimized, the flow construction of each construction procedure is realized, the total construction time is greatly shortened, and the construction efficiency is improved.
Description
Technical Field
The utility model relates to a die carrier system technical field, in particular to synchronous construction scaffold system of many working faces of super high-rise building.
Background
At present, the known high-rise building external scaffold generally adopts a traditional floor type and overhanging type scaffold or a lifting type scaffold, the operation surface is single, and multiple operation surfaces cannot be constructed simultaneously. Therefore, the total construction time is long, a large amount of manpower and material resources are required to be input, and the construction cost is high.
Therefore, how to provide a synchronous construction scaffold system with multiple working faces for a super high-rise building is a technical problem that needs to be solved urgently by the technical personnel in the field.
SUMMERY OF THE UTILITY MODEL
In order to overcome traditional construction scaffold system operation face singleness, total engineering time is long, the higher problem of construction cost, the utility model aims to provide a synchronous construction scaffold system of many operation faces of super high-rise building through adopting two promotion formula scaffolds, optimizes the construction flow, sets up the floor and intercepts the synchronous construction of water system assurance many operation faces, constructs multiple safety isolation system in order to guarantee the security of self when very big saving manpower and materials.
The utility model provides a technical scheme that its technical problem adopted is:
a scaffold system for multi-working-face synchronous construction of a super high-rise building comprises two sets of lifting scaffolds, namely an upper lifting scaffold and a lower lifting scaffold, wherein each lifting scaffold comprises a guide rail main frame, a horizontal supporting frame, an attached supporting device and lifting equipment, and the upper lifting scaffold is also provided with a floor water stopping structure in a matched manner;
the guide rail main frame comprises a guide rail and a vertical main frame which are connected with each other, and the vertical main frame is a frame structure formed by a front upright post, a rear upright post, a horizontal rod and an inclined rod;
the horizontal supporting frame is assembled by standard joints and connecting rods welded by steel pipes, and is arranged at the bottom of the scaffold body through bolts;
the attachment supporting device comprises a fixed guide seat and a swinging needle type anti-falling safety device which are connected with each other, and the fixed guide seat is fixed with the main structure of the building through a wall bolt;
the lifting equipment comprises an electric hoist and a hanger, wherein the electric hoist and the hanger are arranged in a matched mode, and the lifting equipment is connected with the building main body structure through the hanger.
Compared with the prior art, the utility model discloses profitable technological effect lies in:
the utility model discloses a synchronous construction scaffold system of super high-rise building many working faces, through setting up upper portion promotion formula scaffold and lower part promotion formula scaffold, the support body height of two sets of promotion formula scaffolds is different with the promotion floor number of piles, the main effect of upper portion promotion formula scaffold is to carry out construction such as building major structure construction, decorative column masonry and outer wall plastering, the middle door and window and railing construction of interlude, the image progress after climbing is that the fine brickwork of building major structure inner wall is accomplished, the thin completion of plastering of inner wall, the building in decorative column and the lines on the outer wall, the outer wall of large tracts of land plasters work; the main effect of lower part promotion formula scaffold frame is used for the outer wall to accomplish a small amount of plasters, face brick pastes, interior real facade decoration work such as mineral varnish of shutter, and the image progress after climbing is outer facade shaping (except that construction elevator, tower crane attach the wall position), the certain floor of interval between the two to optimize the construction flow, make each construction process flowing water construction, shortened total engineering time greatly, improved the efficiency of construction.
Furthermore, the fixed guide seat comprises a plurality of guide roller seats capable of moving in an adjustable manner, each guide roller seat is provided with four guide rollers, two upright rods of the guide rail are inserted into the guide roller seats, and the four guide rollers restrict the upright rods of the guide rail to form rolling sliding sleeve connection. The fixed guide seat can be finely adjusted on the vertical surface of the preformed hole in the horizontal direction to adapt to the error in the vertical direction of the preformed hole, and the guide roller seat can adjust the distance from the front direction to the rear direction of the surface of the main structure of the building. The fixed guide seat is used for restraining the horizontal longitudinal and transverse movement of the guide rail main frame; bear the load that the guide rail main frame transmitted, and transmit the load to building major structure, prevent inclining, bearing the weight of the part that adheres to the supporting arrangement.
Furthermore, the swing needle type anti-falling safety device comprises a swing needle shaft and a swing needle, the swing needle is connected with a shaft seat fixed on the guide roller seat through the swing needle shaft, two ends of a swing needle spring are respectively connected to the swing needle and the shaft seat, and the guide rail can slide up and down in the guide roller seat. The device has simple and ingenious structure, does not need manual operation, can visually check at any time, is convenient to maintain, does not lose the safety protection function when the problems of inflexible swinging of the swing needle or failure of the spring and the like occur, has good safety and reliability, and is an anti-falling part attached to the supporting device.
Further, in order to guarantee that many working faces are under construction synchronously, need carry out the floor and cut water, consider that hydroenergy is not many down trickling's entrance to a cave, the floor cuts water the primary importance and includes: elevator shafts, stairwell pump pipe holes and temporary water supply pipe reserved holes, various pipeline wells and flues on large insertion construction floors are basically sealed along with upper lifting scaffolds; the floor water intercepting structure comprises a water receiving bucket and a water retaining sill. The water receiving hopper is mainly arranged in the elevator shaft, and a PVC pipe is installed at the lower part of the water receiving hopper and is connected into the vertical pipe, so that the floor accumulated water is introduced into the drainage ditch; the water retaining threshold is mainly arranged at a pump pipe hole of a staircase, a temporary water supply pipe hole, a door hole of the staircase and an elevator door hole, and floor ponding is prevented from transversely flowing and flowing in a mess.
Further, the water receiving hopper is connected with the inner wall of the elevator shaft through bolts in order to facilitate installation and disassembly. The elevator shaft water receiving hopper is made into a whole block, the thickness of the whole block is 1mm, the whole block can be moved at one time, and the whole block is made of galvanized iron sheets and is convenient to move.
Furthermore, the upper lifting scaffold is N layers, wherein the Nth layer is a construction layer of a building main body structure, and the N-1 st layer is a construction layer for removing the formwork and turning upwards, cleaning floors and plugging screw holes; the N-2 th layer is a construction layer for elastic lines, embedded bars, pipeline installation and inverted ridge pouring; the N-3 layer is a construction layer for building an external wall decorative column and an indoor masonry; the N-4 th layer is a construction layer for plastering the outer wall of the main structure of the building, filling the gaps of the masonry and installing the aluminum door and window frames. The lower lifting scaffold is M layers, wherein the M layer is a construction layer for plastering an outer wall decorative column of a building main body structure and locally insulating the outer wall, and the M-1 layer is a construction layer for plastering a cake stay wire, pasting an outer wall face brick and a deformation joint cover plate; the M-2 layer is a construction layer which is used for putty at the heat preservation position of the outer wall of the main structure of the building, is polished, is installed and is matched with the monitoring and the hand of each pipeline; the M-3 layer is a construction layer of real stone paint, facing brick pointing, shutter installation and door and window factice plugging.
In actual construction, the number of designed layers of the upper lifting scaffold, the lower lifting scaffold and the lower lifting scaffold is half more than that of the actual construction. That is to say, when the design number of piles of the upper portion promotion formula scaffold of design is five layers and half, the number of piles that can be under construction is five layers, and this five layers are independent collaborative operation respectively, realize many operation faces and construct in step, have promoted the efficiency of construction greatly. In a similar way, the number of piles that lower part promotion formula scaffold frame designed is four layers when half, and the number of piles that can be under construction is four layers. Considering that the construction work items of the upper and lower lifting scaffolds are different, the outer facade decoration work of the corresponding floor must be performed after the acceptance and maintenance work of the main structure of the building constructed by the upper lifting scaffold is completed, so that a certain distance needs to be maintained between the upper and lower lifting scaffolds, and the climbing speed and the climbing number of the upper and lower lifting scaffolds are also different.
Drawings
Fig. 1 is an installation schematic view of a multi-working-face synchronous construction scaffold system of a super high-rise building according to an embodiment of the present invention;
fig. 2 is a schematic view of a horizontal plane of the elevator car and the stairway in the multi-working-face synchronous construction scaffold system of the super high-rise building according to an embodiment of the present invention;
fig. 3 is a schematic view of a water intercepting elevation of an elevator car and a staircase in a multi-working-face synchronous construction scaffold system of a super high-rise building according to an embodiment of the present invention;
FIG. 4 is a schematic view of the installation of the water receiving bucket in the multi-working-face synchronous construction scaffold system of the super high-rise building according to an embodiment of the present invention;
fig. 5 is a schematic view of the turnover plate of the synchronous construction scaffold system for multiple working surfaces of the super high-rise building according to an embodiment of the present invention.
In the figure:
1-upper lifting scaffolding; 2-lower lifting scaffolding; 4-water receiving hopper; 5-water retaining sill; 6-turning over the board; 7-scaffold board at the bottom of the frame body; 8-a steel wire rope; 9-reserving a hole for a water supply pipe; 10-pump pipe hole; 11-a vertical pipe.
Detailed Description
The present invention provides a synchronous construction scaffold system for multiple working surfaces of super high-rise buildings, which is described in detail with reference to the accompanying drawings and specific embodiments. The advantages and features of the present invention will become more apparent from the following description. The technical contents and features of the present invention will be described in detail below with reference to the accompanying drawings by way of examples. It should be further noted that the drawings are in simplified form and are not to precise scale, and are provided for the purpose of facilitating and clearly explaining the embodiments of the present invention. For convenience of description, the directions of "up" and "down" in the following description are the same as the directions of "up" and "down" in the drawings, but this should not be construed as limiting the technical solution of the present invention.
Example one
The structural composition of the multi-working-face synchronous construction scaffold system for the super high-rise building of the present invention is described with reference to fig. 1 to 5.
Referring to fig. 1 to 5, a synchronous construction scaffold system for multiple working surfaces of a super high-rise building comprises two sets of lifting scaffolds, namely an upper lifting scaffold 1 and a lower lifting scaffold 2, wherein each lifting scaffold comprises a guide rail main frame, a horizontal supporting frame, an attached supporting device and a lifting device, and the upper lifting scaffold 1 is further provided with a floor water interception structure; the guide rail main frame comprises a guide rail and a vertical main frame which are connected with each other, and the vertical main frame is a frame structure formed by a front upright post, a rear upright post, a horizontal rod and an inclined rod; the horizontal supporting frame is assembled by standard joints and connecting rods welded by steel pipes, and is arranged at the bottom of the scaffold body through bolts; the attachment supporting device comprises a fixed guide seat and a swinging needle type anti-falling safety device which are connected with each other, and the fixed guide seat is fixed with the main structure of the building through a wall bolt; the lifting equipment comprises an electric hoist and a hanger which are arranged in a matched mode, and is connected with the building main body structure through the hanger.
Particularly, the utility model discloses a synchronous construction scaffold system of many working faces of super high-rise building, through setting up upper portion lift-type scaffold 1 and lower part lift-type scaffold 2, the support body height of two sets of lift-type scaffolds is different with the promotion floor number of piles, the main effect of upper portion lift-type scaffold is to carry out construction major structure construction, the decoration post is built by laying bricks or stones and construction such as outer wall plastering, door and window and railing construction alternate in the middle, the image progress after climbing is for building major structure interior wall finish masonry completion, interior wall thin plastering is accomplished, build by laying bricks or stones in decoration post and the lines on the outer wall, the plastering work of outer wall large tracts of land; the main effect of lower part promotion formula scaffold frame 2 is used for the outer wall to accomplish a small amount of plasters, the face brick pastes, the interior outer facade decoration work such as real mineral varnish of shutter, and the image progress after climbing is outer facade shaping (except that construction elevator, tower crane attach the wall position), the certain floor of interval between the two to optimize the construction flow, make each construction process flowing water construction, shortened total engineering time greatly, improved the efficiency of construction.
In this embodiment, it is more preferable that the fixed guide seat comprises a plurality of guide roller seats capable of moving adjustably, each of said guide roller seats has four guide rollers, two uprights of the guide rail are inserted into the guide roller seats, and the four guide rollers restrain the uprights of the guide rail to form a rolling sliding sleeve connection. The fixed guide seat can be finely adjusted on the vertical surface of the preformed hole in the horizontal direction to adapt to the error in the vertical direction of the preformed hole, and the guide roller seat can adjust the distance from the front direction to the rear direction of the surface of the main structure of the building. The fixed guide seat is used for restraining the horizontal longitudinal and transverse movement of the guide rail main frame; bear the load that the guide rail main frame transmitted, and transmit the load to building major structure, prevent inclining, bearing the weight of the part that adheres to the supporting arrangement.
In this embodiment, more preferably, the balance pin type anti-falling safety device comprises a balance pin shaft and a balance pin, the balance pin is connected with a shaft seat fixed on the guide roller seat through the balance pin shaft, two ends of a balance pin spring are respectively connected with the balance pin and the shaft seat, and the guide rail can slide up and down in the guide roller seat. When the guide seat is fixed, the guide rail moves downwards at a low speed under the constraint of the guide seat, the guide rail connecting rod in motion enters the guide seat and is in contact with and pushed against the bottom of the swinging needle, the swinging needle rotates clockwise, when the connecting rod moves downwards to cross the bottom of the swinging needle, the swinging needle generates anticlockwise rotation under the action of the elastic force of the reset spring and instantly rebounds to reset, the swinging needle is restored to the original state before swinging, and one-time swinging is completed. And then another connecting rod enters the guide seat again, the processes are repeated, the connecting rods continuously and slowly pass through the guide seat downwards, and the processes are repeated, so that the connecting rods smoothly descend to enable the guide rail to smoothly pass through the guide seat. When the guide rail moves downwards or falls quickly, the guide rail is different from slow falling in that when the swing needle falls slowly, the swing needle swings up and down once and returns to the initial state, then the other connecting rod enters the swing range of the swing needle again, when the guide rail falls quickly or falls, the swing needle does not swing left and right once and returns to the initial state, at the moment, the other connecting rod enters the swing range of the swing needle, so that the swing needle cannot rebound, after the upper end of the swing needle rotates clockwise for a certain angle under the pushing of the connecting rod, the connecting rod is finally blocked to pass downwards, namely, the guide rail is blocked, the falling prevention purpose is achieved, after the fault is eliminated, the guide rail piece is lifted upwards by about 5cm in height, the swing needle rebounds to the initial state, and at the moment, the whole device returns to the normal working state. The device has simple and ingenious structure, does not need manual operation, can visually check at any time, is convenient to maintain, does not lose the safety protection function when the problems of inflexible swinging of the swing needle or failure of the spring and the like occur, has good safety and reliability, and is an anti-falling part attached to the supporting device.
In this embodiment, more preferably, in order to ensure that multiple working surfaces are constructed synchronously, floor water interception needs to be performed, and considering that there are not many holes through which water can flow downwards, the main positions of floor water interception include: elevator shafts, stairwell pump pipe holes 10, temporary water supply pipe reserved holes 9, various pipeline wells and flues on large insertion construction floors are basically sealed along with the upper lifting type scaffold 1; the floor water intercepting structure comprises a water receiving bucket 4 and a water retaining sill 5. The water receiving hopper 4 is mainly arranged in the elevator shaft, and a PVC pipe is arranged at the lower part of the water receiving hopper 4 and connected into the vertical pipe 11 to lead the floor accumulated water into the drainage ditch; the water retaining sill 5 is mainly arranged at a pump pipe hole 10 of a staircase, a temporary water supply pipe hole 9, a door hole of the staircase and an elevator door hole, and prevents floor ponding from transversely flowing and disordering.
In this embodiment, more preferably, the water receiving bucket 4 is bolted to the inner wall of the elevator shaft for easy installation and removal. The elevator shaft water receiving bucket 4 is made into a whole block, the thickness of the whole block is 1mm, the whole block can be moved at one time, and the whole block is made of galvanized iron sheets and is convenient to move.
With continuing reference to fig. 1 to 5, the present invention further provides a construction method of the synchronous construction scaffold system for multiple working planes of the super high-rise building, the construction method comprising:
step S1, installing a lifting scaffold for standby;
step S2, embedding embedded parts at design positions for installing wall-penetrating bolt holes of hanging parts and fixed guide seats during construction of the main building body structure, hoisting an upper lifting scaffold after the hanging parts and the fixed guide seats are installed according to the engineering progress, and fixing the upper lifting scaffold outside the main building body structure through the hanging parts and the fixed guide seats;
step S3: installing water and electricity and checking and accepting the main structure of the building below the upper lifting scaffold 1;
and step S4, referring to step S2, the lower lifting scaffold 2 is hoisted and fixed, wherein the floor between the upper and lower lifting scaffolds is three to four floors apart.
In the present embodiment, more preferably, step S1 includes:
assembling a horizontal supporting frame, hoisting the guide rail main frame, correcting the verticality, and respectively connecting the bottom, the outer side and the inner side of the guide rail main frame with the corresponding positions of the horizontal supporting frame;
after the guide rail main frame is fixed, the fixed guide seat is sleeved on the guide rail and moved to a position to be installed, temporary fixation is carried out, the verticality of the guide rail main frame in two aspects is corrected, a temporary tie is installed, and the rest fixed guide seats and rest frame bodies are installed for construction of main building engineering along with the construction progress of the main building structural engineering; and installing lifting equipment and erecting a discharging platform. Along with the construction support body of main part upwards sets up, fixed guide holder upwards installs one by one, and the support body equipment finishes until. The frame body is erected to rise along with the rising of the main body, and the step frame exceeding the operation layer is always guaranteed. The inboard board that turns over that sets up in support body bottom, turn over the board and should have the effect with the support body and be connected, guarantee to go up and down and use the leakproofness under the operating mode to prevent that the material from falling. The scaffold body bottom is fully paved with scaffold boards, and the wood boards are nailed to carry out secondary sealing. The bottom turning plate is welded into an outer frame with the thickness of 1.5m x 1m by adopting L40 angle iron, a pattern steel plate with the thickness of 2mm is welded on the bottom turning plate, and the turning plate is hinged with a scaffold plate at the bottom of the frame body and is obliquely pulled and connected by a steel wire rope.
In this embodiment, more preferably, the upper lifting scaffold 1 is N floors, where the nth floor is a building main structure construction floor, and the N-1 th floor is a construction floor for form removal, floor cleaning, and screw hole plugging; the N-2 th layer is a construction layer for elastic lines, embedded bars, pipeline installation and inverted ridge pouring; the N-3 layer is a construction layer for building an external wall decorative column and an indoor masonry; the N-4 th layer is a construction layer for plastering the outer wall of the main structure of the building, filling the gaps of the masonry and installing the aluminum door and window frames. The lower lifting scaffold 2 is an M layer, wherein the M layer is a construction layer for plastering an outer wall decorative column of a building main body structure and local external heat insulation, and the M-1 layer is a construction layer for plastering a cake stay wire, pasting an outer wall face brick and a deformation joint cover plate; the M-2 layer is a construction layer which is used for putty at the heat preservation position of the outer wall of the main structure of the building, is polished, is installed and is matched with the monitoring and the hand of each pipeline; the M-3 layer is a construction layer of real stone paint, facing brick pointing, shutter installation and door and window factice plugging. In the present embodiment, M, N represents the number of simultaneously constructed floors of the upper and lower lifting scaffolds 1 and 2, respectively.
In actual construction, the number of designed layers of the upper lifting scaffold, the lower lifting scaffold and the lower lifting scaffold is half more than that of the actual construction. That is to say, when the design number of piles of the upper portion promotion formula scaffold of design is five layers and half, the number of piles that can be under construction is five layers, and this five layers are independent collaborative operation respectively, realize many operation faces and construct in step, have promoted the efficiency of construction greatly. In a similar way, the number of piles that lower part promotion formula scaffold frame designed is four layers when half, and the number of piles that can be under construction is four layers. Considering that the construction work items of the upper and lower lifting scaffolds are different, the outer facade decoration work of the corresponding floor must be performed after the acceptance and maintenance work of the main structure of the building constructed by the upper lifting scaffold is completed, so that a certain distance needs to be maintained between the upper and lower lifting scaffolds, and the climbing speed and the climbing number of the upper and lower lifting scaffolds are also different.
The above description is only for the preferred embodiment of the present invention and is not intended to limit the scope of the present invention, and any modification and modification made by those skilled in the art according to the above disclosure are all within the scope of the claims.
Claims (6)
1. The synchronous construction scaffold system with multiple working faces for the super high-rise building is characterized by comprising two sets of lifting scaffolds, namely an upper lifting scaffold and a lower lifting scaffold, wherein each lifting scaffold comprises a guide rail main frame, a horizontal supporting frame, an attached supporting device and lifting equipment, and the upper lifting scaffold is also provided with a floor water stopping structure in a matched manner;
the guide rail main frame comprises a guide rail and a vertical main frame which are connected with each other, and the vertical main frame is a frame structure formed by a front upright post, a rear upright post, a horizontal rod and an inclined rod;
the horizontal supporting frame is assembled by standard joints and connecting rods welded by steel pipes, and is arranged at the bottom of the scaffold body through bolts;
the attachment supporting device comprises a fixed guide seat and a swinging needle type anti-falling safety device which are connected with each other, and the fixed guide seat is fixed with the main structure of the building through a wall bolt;
the lifting equipment comprises an electric hoist and a hanger, wherein the electric hoist and the hanger are arranged in a matched mode, and the lifting equipment is connected with the building main body structure through the hanger.
2. The synchronous construction scaffold system for multiple working surfaces of super high-rise buildings according to claim 1, wherein the fixed guide seat comprises a plurality of guide roller seats capable of moving adjustably, each guide roller seat has four guide rollers, two vertical rods of the guide rail are inserted into the guide roller seats, and the four guide rollers restrain the vertical rods of the guide rail to form a rolling sliding sleeve connection.
3. The synchronous construction scaffold system for multiple working surfaces of super high-rise buildings according to claim 1, wherein the swing needle type anti-falling safety device comprises a swing needle shaft and a swing needle, the swing needle is connected with a shaft seat fixed on the guide roller seat through the swing needle shaft, two ends of a swing needle spring are respectively connected with the swing needle and the shaft seat, and the guide rail can slide up and down in the guide roller seat.
4. The multistory synchronous construction scaffold system of claim 1, wherein the floor intercepting structure comprises a water receiving bucket and a water blocking sill.
5. The multistory synchronous construction scaffold system for the super high-rise building according to claim 4, wherein the water receiving hopper is connected with the inner wall of the elevator shaft through bolts.
6. The multistory construction synchronous construction scaffold system of claim 4, wherein the water blocking threshold is respectively arranged at the pump pipe hole and the water supply pipe hole of the staircase, and the door hole of the staircase and the door hole of the elevator.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920656951.2U CN210713745U (en) | 2019-05-09 | 2019-05-09 | Synchronous construction scaffold system for multiple working faces of super high-rise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920656951.2U CN210713745U (en) | 2019-05-09 | 2019-05-09 | Synchronous construction scaffold system for multiple working faces of super high-rise building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210713745U true CN210713745U (en) | 2020-06-09 |
Family
ID=70929008
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920656951.2U Active CN210713745U (en) | 2019-05-09 | 2019-05-09 | Synchronous construction scaffold system for multiple working faces of super high-rise building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210713745U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110173102A (en) * | 2019-05-09 | 2019-08-27 | 上海建工一建集团有限公司 | The more work surface synchronous construction foot hand systems of super high-rise building and construction method |
| CN113482315A (en) * | 2021-08-27 | 2021-10-08 | 南昌市凯华建筑工程有限公司 | Novel socket type self-adaptive layer climbing frame |
-
2019
- 2019-05-09 CN CN201920656951.2U patent/CN210713745U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110173102A (en) * | 2019-05-09 | 2019-08-27 | 上海建工一建集团有限公司 | The more work surface synchronous construction foot hand systems of super high-rise building and construction method |
| CN113482315A (en) * | 2021-08-27 | 2021-10-08 | 南昌市凯华建筑工程有限公司 | Novel socket type self-adaptive layer climbing frame |
| CN113482315B (en) * | 2021-08-27 | 2022-06-17 | 南昌市凯华建筑工程有限公司 | Novel socket type self-adaptive layer climbing frame |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US11655641B2 (en) | Construction building equipment and construction method thereof | |
| CN110173102A (en) | The more work surface synchronous construction foot hand systems of super high-rise building and construction method | |
| ITFI20100096A1 (en) | "A COMPLEX OF PREFABRICATED ELEMENTS TO FORM A PREFABRICATED BUILDING AT AT LEAST TWO PLANS AND RELATED BUILDING AND INSTALLATION PROCEDURE" | |
| CN106437130A (en) | Inner roof external climbing type formwork construction platform for super high-rise building construction | |
| CN111926910A (en) | Installation method of fabricated building | |
| CN210713745U (en) | Synchronous construction scaffold system for multiple working faces of super high-rise building | |
| CN103352537B (en) | Overall load bearing heat preserving wallboard and production construction process thereof | |
| CN102502378A (en) | Climbing elevator for building construction | |
| CN108625483B (en) | Equipment for jacking construction of assembled additional elevator shaft structure | |
| CN105672664A (en) | Integral heat insulation wallboard building system | |
| US3364647A (en) | Method for erecting tall buildings with balconies | |
| CN206352388U (en) | A kind of special scaffold of dual operation platform elevator | |
| CN209568688U (en) | A kind of elevating construction platform | |
| CN111648555A (en) | Laminated precast concrete elevator shaft way | |
| CN208363666U (en) | It is a kind of for build face side construction safety protection frame | |
| CN111119368A (en) | Construction method for externally-hung metal rock wool sandwich board of autoclaved sand aerated concrete wallboard | |
| CN217758964U (en) | Basement outer wall post-cast strip closed structure | |
| CN103469892B (en) | The primary and secondary modular unit combining structure in high-rise building module space and method of attachment | |
| CN110642131A (en) | Scaffold-free sectional installation construction method for super high-rise fire elevator | |
| CN211818181U (en) | Simple and easy closing means of elevator well | |
| CN207658895U (en) | Working at height glass hanging equipment | |
| CN202990446U (en) | Overhang frame structure | |
| EP3680422A1 (en) | Co-robot pouring walls into a place | |
| CN202808127U (en) | Platform frame-free external construction elevator | |
| EP1624132A1 (en) | Specific modular scaffold system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |