CN116838083A - Integral climbing steel platform formwork and climbing method thereof - Google Patents
Integral climbing steel platform formwork and climbing method thereof Download PDFInfo
- Publication number
- CN116838083A CN116838083A CN202310798520.0A CN202310798520A CN116838083A CN 116838083 A CN116838083 A CN 116838083A CN 202310798520 A CN202310798520 A CN 202310798520A CN 116838083 A CN116838083 A CN 116838083A
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- climbing
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- integral
- steel column
- shear wall
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 320
- 239000010959 steel Substances 0.000 title claims abstract description 320
- 230000009194 climbing Effects 0.000 title claims abstract description 268
- 238000000034 method Methods 0.000 title claims abstract description 24
- 238000009415 formwork Methods 0.000 title claims description 57
- 238000006243 chemical reaction Methods 0.000 claims abstract description 32
- 230000007246 mechanism Effects 0.000 claims abstract description 24
- 239000007787 solid Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 description 9
- 239000000463 material Substances 0.000 description 6
- 239000004744 fabric Substances 0.000 description 4
- 230000008569 process Effects 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Classifications
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
Abstract
The invention discloses an integral climbing steel platform die frame and a climbing method thereof, wherein the integral climbing steel platform die frame comprises a climbing system, the climbing system comprises climbing steel columns, a stress conversion device and a steel column translation mechanism, the climbing steel columns are vertically distributed in an inner cylinder frame of the integral climbing steel platform die frame in parallel with a shear wall and horizontally and slidably arranged on the inner cylinder frame, steel column supporting brackets are vertically arranged at the lower ends of the climbing steel columns, and the steel column supporting brackets are used for being placed in reserved holes below the shear wall or separated from reserved holes below the shear wall; the stress conversion device climbs on the climbing steel column and is arranged on the integral climbing steel platform die frame in the inner cylinder frame; the steel column translation mechanism is arranged on the inner cylinder frame and is vertically connected to the climbing steel column. The invention mainly solves the problem that the climbing steel column cannot be lifted back due to the fact that the climbing steel column is supported on the concrete shear wall and collides with the steel bar of the shear wall and the tower crane rotates.
Description
Technical Field
The invention relates to the technical field of constructional engineering, in particular to an integral climbing steel platform formwork and a climbing method thereof.
Background
The steel column casing frame alternately supported hydraulic climbing integral steel platform formwork is used as novel construction equipment and is widely used in the core casing construction of high-rise and super high-rise buildings. Climbing steel columns of the steel column casing frame alternating support type steel platform are often arranged on a girder at the top of the steel platform, and a core casing shear wall is used as a stress point to lift the steel platform. The steel column casing frame alternately climbing type steel platform often has the following problems:
1. when the climbing steel column is supported on a concrete shear wall, the climbing steel column collides with steel bars of the shear wall, and the collided steel bars need to be subjected to displacement or broken for reinforcement.
2. When the steel column cylinder frame alternately supports the steel platform to climb, the steel column is placed on a concrete shear wall which is just poured, the compressive strength of the concrete needs to be larger than 10MPa, the rebound instrument cannot accurately measure the concrete strength generally, and the concrete strength is often judged by experience during climbing, so that a certain risk is provided.
3. The climbing of the steel platform and the tower crane is often asynchronous, and when the steel platform is too close to the tower crane, the climbing column cannot be lifted back to influence the construction.
4. Steel column is carried back after the steel platform climbs and accomplishes, often is higher than steel platform surface 6-8 meters, can influence the hoist and mount of core section of thick bamboo steel construction, can lead to cloth machine cloth difficulty simultaneously, has the dead angle.
5. Because the climbing column is positioned above the shear wall, the material storage yard on the steel platform is smaller, and the material storage is more difficult.
Another current steel platform formwork system is a steel beam barrel rack alternate support type steel platform, and the steel platform takes a reserved hole on a core barrel shear wall as a stress point and climbs through alternate support of a steel beam and a barrel rack. The steel platform of this system often has the following problems:
6. the jacking oil cylinder of the steel platform is often a large oil cylinder with the grade of more than 60T, and once damaged, the steel platform is difficult to replace.
7. The shear wall structure is inapplicable to complex and changeable core tube shear wall structures. After the shear wall is retracted, the steel beam and the cylinder frame support point are difficult to shift.
Disclosure of Invention
The invention aims to provide an integral climbing steel platform die frame and a climbing method thereof, which are used for solving at least one problem.
In order to solve the technical problems, the invention provides an integral climbing steel platform die carrier, which comprises a climbing system, wherein the climbing system comprises a climbing steel column, a stress conversion device and a steel column translation mechanism, wherein:
the climbing steel columns are vertically distributed in the inner cylinder frame of the integral climbing steel platform die frame in parallel with the shear wall and horizontally arranged on the inner cylinder frame in a sliding manner, steel column supporting brackets are vertically arranged at the lower ends of the climbing steel columns close to the direction of the shear wall, and are used for being placed in reserved holes below the shear wall or separated from the reserved holes below the shear wall;
the stress conversion device is arranged on the climbing steel column in a climbing manner, and is fixedly arranged on the integral climbing steel platform die frame in an inner cylinder frame of the integral climbing steel platform die frame;
the steel column translation mechanism is fixedly arranged on the inner cylinder frame of the integral climbing steel platform die frame and is vertically connected to the climbing steel column, and is used for moving the climbing steel column in parallel relative to the inner cylinder frame.
Further, the integral climbing steel platform die carrier provided by the invention is characterized in that the steel column translation mechanism is a hydraulic cylinder.
Further, the integral climbing steel platform die carrier provided by the invention is characterized in that the steel column translation mechanism is a hydraulic jack.
Further, the integral climbing steel platform die frame provided by the invention is characterized in that the steel column supporting bracket is positioned below the inner cylinder frame.
Further, the integral climbing steel platform formwork provided by the invention is characterized in that the steel column supporting bracket is formed steel or a combination part thereof.
Furthermore, the integral climbing steel platform formwork provided by the invention is characterized in that the steel column supporting bracket is I-steel or H-steel.
In order to solve the technical problems, the invention also provides a climbing method of the integral climbing steel platform formwork, which comprises the following steps:
before the integral climbing steel platform die frame climbs, placing a frame body supporting bracket on the integral climbing steel platform die frame in a reserved hole on a shear wall at a corresponding position so that the integral climbing steel platform die frame is arranged on the shear wall through the frame body supporting bracket; the climbing steel column and the stress conversion device on the climbing steel column are controlled by the steel column translation mechanism to horizontally move on an inner cylinder frame of the integral climbing steel platform die frame in the direction away from the shear wall, so that a steel column supporting bracket on the climbing steel column is separated from a reserved hole on the shear wall at a corresponding position;
when the integral climbing steel platform die frame climbs, the climbing steel column and a stress conversion device on the climbing steel column are controlled to move towards the direction close to the shear wall through the steel column translation mechanism, so that a steel column supporting bracket on the climbing steel column is placed in a reserved hole on the shear wall, and the integral climbing steel platform die frame is arranged on the shear wall through the steel column supporting bracket; separating the bracket body supporting bracket on the integral climbing steel platform die frame from the reserved hole of the shear wall at the corresponding position; and controlling the stress conversion device to climb upwards along the climbing steel column so as to drive the integral climbing steel platform die frame to climb upwards synchronously through the stress conversion device.
In the climbing method of the integral climbing steel platform die carrier, before the integral climbing steel platform die carrier continues to climb upwards, the integral climbing steel platform die carrier is arranged on a shear wall through a bracket body supporting bracket, and the climbing steel column is controlled to ascend through a stress conversion device.
Further, according to the climbing method of the integral climbing steel platform formwork, the support bracket of the formwork body is a telescopic bracket.
Compared with the prior art, the invention has the following beneficial effects:
according to the integral climbing steel platform die frame and the climbing method thereof, the integral climbing steel platform die frame is fixedly arranged on the shear wall through the bracket supporting bracket placed in the reserved hole of the shear wall, the climbing system is controlled to be far away from the shear wall through the steel column translation mechanism, and the steel column supporting bracket is separated from the shear wall, so that the integral climbing steel platform die frame is restrained on the shear wall through the bracket supporting bracket; the steel column supporting bracket of the climbing steel column of the climbing system is controlled to be placed in the reserved hole of the shear wall through the steel column translation mechanism, the frame body supporting bracket is separated from the reserved hole of the shear wall, so that the whole climbing steel platform formwork is restrained on the shear wall through the steel column supporting bracket, the whole climbing steel platform formwork climbs upwards relative to the climbing steel column of the climbing system, the whole climbing steel platform formwork is subjected to stress conversion in the climbing process through the frame body supporting bracket and the steel column supporting bracket, and the whole climbing steel platform formwork is kept to be restrained on the shear wall, so that the construction safety of the whole climbing steel platform formwork is ensured.
The integral climbing steel platform formwork and the climbing method thereof provided by the invention are improvements of a climbing system of the integral climbing steel platform formwork, and the climbing system positioned above the shear wall and the integral climbing steel platform formwork is horizontally moved and internally arranged in the inner cylinder frame of the integral climbing steel platform formwork, so that the height of the climbing system relative to the constructed shear wall and the integral climbing steel platform formwork on the shear wall is reduced, and the following problems are solved.
1. The problem that climbing steel columns are supported on a concrete shear wall to collide with the shear wall steel bars is solved.
2. The problem that when the whole climbing steel platform die carrier is too close to the tower crane in rotation, the climbing steel column cannot be lifted back due to the fact that the whole climbing steel platform die carrier and the tower crane climb out of step is solved.
3. The lifting device solves the problem that when the climbing steel column is higher than the upper surface of the integral climbing steel platform die carrier, the lifting of the steel structure is affected.
4. Solves the problem that the upper surface of the whole climbing steel platform die carrier is affected by the stretching of the climbing steel column.
5. Solves the problems that the material yard on the integral climbing steel platform die frame is divided by climbing steel columns and the material yard is tense.
6. The method solves the problem that the compressive strength of the concrete shear wall cannot be accurately judged when the climbing steel column is placed on the shear wall just poured.
7. The problem that a traditional steel beam barrel frame alternately climbs a steel platform large-tonnage hydraulic cylinder is difficult to replace is solved.
8. The problem that a traditional steel beam barrel frame alternately climbing type steel platform is difficult to be suitable for a core barrel structure with large change is solved.
Drawings
FIG. 1 is a schematic view of a partial elevation structure of a whole climbing steel platform formwork before climbing by a climbing system;
FIG. 2 is a schematic view of a partial elevation structure of a whole climbing steel platform formwork when climbing through a climbing system;
FIG. 3 is a schematic view of a partial elevation structure of the whole climbing steel platform formwork after climbing by a climbing system;
the figure shows:
100. integrally climbing a steel platform die carrier;
110. an inner cylinder frame;
120. the climbing system 121, a climbing steel column 122, a stress conversion device 123, a steel column translation mechanism 124 and a steel column supporting bracket;
130. the bracket body supports the bracket;
200. shear wall, 210, reserved entrance to a cave.
Detailed Description
The invention is described in detail below with reference to the attached drawing figures: the advantages and features of the present invention will become more apparent from the following description. It should be noted that the drawings are in a very simplified form and are all to a non-precise scale, merely for convenience and clarity in aiding in the description of embodiments of the invention.
Example 1
Referring to fig. 1 to 3, a first embodiment of the present invention provides an integral climbing steel platform formwork 100, which includes a climbing system 120, wherein the climbing system 120 includes a climbing steel column 121, a force conversion device 122, and a steel column translation mechanism 123, wherein:
the climbing steel columns 121 are vertically distributed in the inner barrel frame 110 of the integral climbing steel platform die frame 100 in parallel to the shear wall 200 and horizontally arranged on the inner barrel frame 110 in a sliding mode, steel column supporting brackets 124 are vertically arranged at the lower ends of the climbing steel columns 121 close to the direction of the shear wall 200, and the steel column supporting brackets 124 are used for being placed in reserved holes 210 below the shear wall 200 or separated from the reserved holes 210 below the shear wall 200. Wherein the steel column support bracket 124 can be a section steel such as I-steel or H-steel or a section steel assembly.
The stress conversion device 122 is arranged on the climbing steel column 121 in a climbing manner, and the stress conversion device 122 is positioned in the inner cylinder frame 110 of the integral climbing steel platform die frame 100 and fixedly arranged on the integral climbing steel platform die frame 100. Wherein the force conversion device 122 comprises upper and lower climbing shoes and a climbing cylinder connected between the upper and lower climbing shoes.
The steel column translation mechanism 123 is fixedly arranged on the inner cylinder frame 110 of the integral climbing steel platform die frame 100 and vertically connected to the climbing steel column 121, and is used for moving the climbing steel column 121 in parallel relative to the inner cylinder frame 110. In order to realize the translational control of the climbing steel column 121 and the force conversion device 122 thereon, the steel column translational mechanism 123 may be a hydraulic cylinder or a hydraulic jack.
In order to reduce interference between the stress conversion device 122 and the integral climbing steel platform die carrier 100, in the integral climbing steel platform die carrier 100 according to the first embodiment of the invention, the steel column support brackets 124 are located below the inner cylinder frame 110. The integral climbing steel platform formwork 100 comprises a steel platform system, a template system, an externally hung scaffold system, a climbing system, a barrel frame supporting system (i.e. an inner barrel frame), wherein the steel platform system comprises a top beam, a steel plate, a grid plate, a safety fence and the like, the barrel frame supporting system comprises a bottom beam, a plurality of stand columns connected between the top beam and the bottom beam, a plurality of step beams horizontally arranged on the stand columns, and a plurality of frame body supporting brackets arranged on the bottom beam, wherein the frame body supporting brackets are telescopic brackets.
Example two
Referring to fig. 1 to 3, a second embodiment of the present invention provides a climbing method for the integral climbing steel platform formwork 100 according to the first embodiment, which may include:
step 301, before the integral climbing steel platform formwork 100 climbs, placing the frame body supporting bracket 130 on the integral climbing steel platform formwork 100 in a reserved hole 210 on the shear wall 200 at a corresponding position, so that the integral climbing steel platform formwork 100 is arranged on the shear wall 200 through the frame body supporting bracket 130; the climbing steel column 121 and the stress conversion device 122 on the climbing steel column 121 are controlled to horizontally move on the inner cylinder frame 110 of the integral climbing steel platform die frame 100 in the direction away from the shear wall 200 by the steel column translation mechanism 123, so that the steel column supporting bracket 124 on the climbing steel column 121 is separated from the reserved hole 210 on the shear wall 200 at the corresponding position. Wherein the frame support bracket 130 is a telescopic bracket.
Step 302, when the integral climbing steel platform die frame 100 climbs, the climbing steel column 121 and the stress conversion device 122 thereon are controlled by the steel column translation mechanism 123 to move towards the direction approaching to the shear wall 200, so that the steel column support bracket 124 on the climbing steel column 121 is placed in the reserved hole 210 on the shear wall 200, and the integral climbing steel platform die frame 100 is arranged on the shear wall 200 through the steel column support bracket 124; separating the bracket body supporting bracket 130 on the integral climbing steel platform die frame 100 from the reserved hole 210 of the shear wall 200 at the corresponding position; the stress conversion device 122 is controlled to climb upwards along the climbing steel column 121 so as to drive the integral climbing steel platform die frame 100 to climb upwards synchronously through the stress conversion device 122. At this time, the climbing steel column 121 is stationary, and the force conversion device 122 and the whole climbing steel platform formwork 100 climb.
Referring to fig. 2 to 3, in order to continue to construct the shear wall 200 upwards, in the climbing method of the integral climbing steel platform formwork 100 provided by the second embodiment of the present invention, before the integral climbing steel platform formwork 100 continues to climb upwards, the integral climbing steel platform formwork 100 is arranged on the shear wall 200 through the frame body supporting bracket 130, and the climbing steel column 121 is controlled to lift upwards through the stress conversion device 122. At this time, the whole climbing steel platform die carrier 100 and the force conversion device 122 thereon are not moved, and the climbing steel column 121 is lifted upwards, namely the climbing steel column 121 is lifted back. Steps 301-302 are then repeated to continue constructing the shear wall 200 upward.
According to the climbing method of the integral climbing steel platform die carrier provided by the embodiment II of the invention, when the steel column support bracket 124 restrains the integral climbing steel platform die carrier 100 on the shear wall 200, the reinforced bar binding and concrete pouring construction can be carried out on the shear wall with the upper layer structure, and the climbing method has the advantages that the local load of the integral climbing steel platform die carrier 100 can be monitored constantly, the pile-cutting condition on the integral climbing steel platform die carrier 100 can be accurately controlled, and overload is prevented; the climbing elevation of the integral climbing steel platform formwork 100 can be adjusted at any time, so that construction is facilitated.
According to the integral climbing steel platform formwork 100 and the climbing method thereof provided by the embodiment of the invention, the integral climbing steel platform formwork 100 is fixedly arranged on the shear wall 200 by placing the bracket support bracket 130 in the reserved hole 210 of the shear wall 200, the climbing system 120 is controlled to be far away from the shear wall 200 by the steel column translation mechanism 123 and the steel column support bracket 124 is separated from the shear wall 200, so that the integral climbing steel platform formwork 100 is restrained on the shear wall 200 by the bracket support bracket 130; the steel column translation mechanism 123 controls the steel column support bracket 124 of the climbing steel column 121 of the climbing system 120 to be placed in the reserved hole 210 of the shear wall 200, the frame body support bracket 130 is separated from the reserved hole 210 of the shear wall 200, so that the whole climbing steel platform formwork 100 is restrained on the shear wall 200 by the steel column support bracket 124, the whole climbing steel platform formwork 100 climbs upwards relative to the climbing steel column 121 of the climbing system 120, and accordingly the whole climbing steel platform formwork 100 is subjected to stress conversion through the frame body support bracket 130 and the steel column support bracket 124 in the climbing process, and is kept restrained on the shear wall 200, so that the construction safety of the whole climbing steel platform formwork 100 is ensured.
The integral climbing steel platform formwork 100 and the climbing method thereof provided by the embodiment of the invention are improvements of the climbing system 120 of the integral climbing steel platform formwork 100, the climbing system 120 positioned above the shear wall 200 and the integral climbing steel platform formwork 100 is horizontally and internally arranged in the inner cylinder frame 110 of the integral climbing steel platform formwork 100, and the following problems are solved by reducing the heights of the climbing system 120, particularly the climbing steel column 121, relative to the constructed shear wall 200 and the integral climbing steel platform formwork 100 thereon:
1. the problem that climbing steel columns 121 are supported on the concrete shear wall 200 to collide with steel bars of the shear wall 200 is solved.
2. The problem that when the whole climbing steel platform die frame 100 is too close to the tower crane in rotation, the climbing steel column 121 cannot be lifted back due to the fact that the whole climbing steel platform die frame 100 and the tower crane climb out of step is solved.
3. The problem that when the climbing steel column 121 is higher than the upper surface of the integral climbing steel platform die carrier 100, the lifting of a steel structure is affected is solved.
4. The problem that the upper surface of the whole climbing steel platform die frame 100 is affected by the fact that the climbing steel column 121 stretches out of the cloth machine cloth is solved.
5. The problem that a material yard on the integral climbing steel platform die frame 100 is divided by climbing steel columns 121 and the material yard is tense is solved.
6. The problem that the compressive strength of the concrete shear wall 200 cannot be accurately judged due to the fact that the climbing steel column 121 is placed on the shear wall 200 which is just poured is solved.
7. The problem that a traditional steel beam barrel frame alternately climbs a steel platform large-tonnage hydraulic cylinder is difficult to replace is solved.
8. The problem that a traditional steel beam barrel frame alternately climbing type steel platform is difficult to be suitable for a core barrel structure with large change is solved.
The integral climbing steel platform formwork 100 and the climbing method thereof provided by the embodiment of the invention are suitable for building construction of a core tube process, and optimize the problems that steel columns on a steel platform are alternately supported by a steel column frame, more yards are fewer, the climbing of the steel platform and a tower crane is asynchronous, and the climbing of the steel platform cannot be carried back to influence the construction. Meanwhile, the problem that the existing steel column casing frame alternately constructed steel platform is limited by the concrete strength of the core casing shear wall during climbing is effectively solved, and meanwhile, the problem that the steel column casing frame climbing type steel platform is not suitable for complex and changeable core casing shear walls is also solved. Instead of arranging the climbing steel column of the climbing system of the integral climbing steel platform die frame above the core tube shear wall, the climbing steel column is arranged inside the inner tube frame, and the reserved hole of the core tube shear wall is used as a stress point of the climbing steel column, so that the integral climbing steel platform die frame climbs upwards.
The present invention is not limited to the above-described embodiments, but rather, the above-described embodiments are merely examples of some, but not all embodiments of the present invention. All other embodiments, which are obtained by a person skilled in the art based on the described embodiments of the invention, fall within the scope of protection of the invention. Other levels of modification and variation to the present invention may occur to those skilled in the art. Thus, it is intended that the present invention also include such modifications and alterations insofar as they come within the scope of the appended claims.
Claims (9)
1. The utility model provides a whole steel platform die carrier that climbs, includes climbing system, its characterized in that, climbing system includes climbing steel column, atress conversion equipment and steel column translation mechanism, wherein:
the climbing steel columns are vertically distributed in the inner cylinder frame of the integral climbing steel platform die frame in parallel with the shear wall and horizontally arranged on the inner cylinder frame in a sliding manner, steel column supporting brackets are vertically arranged at the lower ends of the climbing steel columns close to the direction of the shear wall, and are used for being placed in reserved holes below the shear wall or separated from the reserved holes below the shear wall;
the stress conversion device is arranged on the climbing steel column in a climbing manner, and is fixedly arranged on the integral climbing steel platform die frame in an inner cylinder frame of the integral climbing steel platform die frame;
the steel column translation mechanism is fixedly arranged on the inner cylinder frame of the integral climbing steel platform die frame and is vertically connected to the climbing steel column, and is used for moving the climbing steel column in parallel relative to the inner cylinder frame.
2. The integral climbing steel platform formwork according to claim 1, wherein the steel column translation mechanism is a hydraulic cylinder.
3. The integral climbing steel platform formwork according to claim 1, wherein the steel column translation mechanism is a hydraulic jack.
4. The integral climbing steel platform formwork according to claim 1, wherein the steel column support brackets are located below the inner barrel frame.
5. The integral climbing steel platform formwork according to claim 1, wherein the steel column support brackets are section steel or an assembly thereof.
6. The integral climbing steel platform formwork according to claim 5, wherein the steel column support bracket is i-steel or H-steel.
7. A method of climbing an integral climbing steel platform formwork according to claim 1, comprising:
before the integral climbing steel platform die frame climbs, placing a frame body supporting bracket on the integral climbing steel platform die frame in a reserved hole on a shear wall at a corresponding position so that the integral climbing steel platform die frame is arranged on the shear wall through the frame body supporting bracket; the climbing steel column and the stress conversion device on the climbing steel column are controlled by the steel column translation mechanism to horizontally move on an inner cylinder frame of the integral climbing steel platform die frame in the direction away from the shear wall, so that a steel column supporting bracket on the climbing steel column is separated from a reserved hole on the shear wall at a corresponding position;
when the integral climbing steel platform die frame climbs, the climbing steel column and a stress conversion device on the climbing steel column are controlled to move towards the direction close to the shear wall through the steel column translation mechanism, so that a steel column supporting bracket on the climbing steel column is placed in a reserved hole on the shear wall, and the integral climbing steel platform die frame is arranged on the shear wall through the steel column supporting bracket; separating the bracket body supporting bracket on the integral climbing steel platform die frame from the reserved hole of the shear wall at the corresponding position; and controlling the stress conversion device to climb upwards along the climbing steel column so as to drive the integral climbing steel platform die frame to climb upwards synchronously through the stress conversion device.
8. The climbing method of the integral climbing steel platform formwork according to claim 7, wherein before the integral climbing steel platform formwork continues to climb upwards, the integral climbing steel platform formwork is arranged on the shear wall through the frame body supporting bracket, and the climbing steel column is controlled to ascend through the stress conversion device.
9. The method of climbing a solid climbing steel platform formwork according to claim 7, wherein the frame body support bracket is a telescopic bracket.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310798520.0A CN116838083A (en) | 2023-06-30 | 2023-06-30 | Integral climbing steel platform formwork and climbing method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310798520.0A CN116838083A (en) | 2023-06-30 | 2023-06-30 | Integral climbing steel platform formwork and climbing method thereof |
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| CN116838083A true CN116838083A (en) | 2023-10-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310798520.0A Pending CN116838083A (en) | 2023-06-30 | 2023-06-30 | Integral climbing steel platform formwork and climbing method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117703063A (en) * | 2024-02-05 | 2024-03-15 | 上海建工一建集团有限公司 | Ultra-high giant column integral steel platform formwork structure and construction method |
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2023
- 2023-06-30 CN CN202310798520.0A patent/CN116838083A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117703063A (en) * | 2024-02-05 | 2024-03-15 | 上海建工一建集团有限公司 | Ultra-high giant column integral steel platform formwork structure and construction method |
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