WO2021196927A1 - 用于集成平台的轨架一体式支撑顶升系统及其顶升方法 - Google Patents

用于集成平台的轨架一体式支撑顶升系统及其顶升方法 Download PDF

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Publication number
WO2021196927A1
WO2021196927A1 PCT/CN2021/077692 CN2021077692W WO2021196927A1 WO 2021196927 A1 WO2021196927 A1 WO 2021196927A1 CN 2021077692 W CN2021077692 W CN 2021077692W WO 2021196927 A1 WO2021196927 A1 WO 2021196927A1
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WO
WIPO (PCT)
Prior art keywords
support
wall
supporting
attached
top tongue
Prior art date
Application number
PCT/CN2021/077692
Other languages
English (en)
French (fr)
Inventor
王辉
王开强
王磊
李迪
陈凯
赵翼鸿
朱磊磊
王建春
赵金明
Original Assignee
中建三局集团有限公司
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Filing date
Publication date
Application filed by 中建三局集团有限公司 filed Critical 中建三局集团有限公司
Publication of WO2021196927A1 publication Critical patent/WO2021196927A1/zh

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
    • E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically

Definitions

  • the invention relates to the technical field of building construction, in particular to a rail-frame integrated support jacking system for an integrated platform and a jacking method thereof.
  • the integrated platforms currently used for the construction of the core tube of super high-rise buildings mainly include climbing form construction platforms and top form construction integration platforms.
  • the top form integration platform is divided into the few fulcrum and low top form integration platforms and Integrated platform for micro-convex top molds.
  • the climbing formwork construction platform is restricted by factors such as the form of the support system and the attachment position of the fulcrum, and it is difficult to achieve the demand for large carrying capacity.
  • the low-position top form integrated platform has good load-bearing capacity, but the size of the supporting system components is large, and it must be designed according to the structural characteristics of each project.
  • the support position of the integrated platform of the micro-convex top mold is relatively flexible, but because its load-bearing parts must be part of the template, it must be customized according to the height of the structure, the manufacturing process is high, and the versatility is not ideal; a single set of load-bearing parts weighs 2.5 Tons, follow the template to install at the same time, the installation and disassembly turnover is labor-intensive.
  • the main purpose of the present invention is to provide a rail-frame integrated support jacking system for an integrated platform and a jacking method thereof, aiming to make the support jacking system lightweight, convenient for turnover, and with greater carrying capacity.
  • the present invention provides a rail-frame integrated support jacking system for an integrated platform, which includes a wall-attached connector, a wall-attached support, an oil cylinder bracket, a hydraulic oil cylinder, a supporting column, and a construction integrated platform, wherein:
  • the wall-attached support can be detachably installed on the surface of the concrete wall through the corresponding wall-attached connector.
  • the wall-attached support is equipped with freely flipped supporting claws.
  • the supporting column and the cylinder bracket are supported by their respective corresponding wall-attached supports.
  • On the supporting claws of the seat the supporting column is located above the cylinder bracket, and a hydraulic cylinder is installed on the cylinder bracket.
  • the piston rod of the hydraulic cylinder is connected with the supporting column to drive the lifting.
  • a T-slot guide rail is provided on the side of the support column and the cylinder bracket close to the concrete wall
  • the T-slot guide rail includes a support plate arranged perpendicular to the side of the support column and the cylinder bracket close to the concrete wall and the support plate.
  • the vertical limit plate, the limit plate and the support plate form a T-shaped structure, and the wall-attached support is equipped with an anti-side guide mechanism adapted to the T-slot guide rail.
  • the anti-side guide mechanism includes an inner anti-side guide wheel and an outer anti-side guide wheel, the outer anti-side guide wheel is located inside the limit plate, and the inner anti-side guide wheel is located outside the limit plate.
  • the wall-attached support includes a bottom plate and two supporting ear plates, both of the supporting ear plates are fixed on the same side of the bottom plate, and the two supporting claws are respectively supported on the two supporting ear plates and rotatably connected to them;
  • the ear plate includes an outer ear plate and an inner ear plate fixed on the same side of the bottom plate.
  • the end of the supporting claw is located between the outer ear plate and the inner ear plate.
  • the pin passes through the inner ear plate, the supporting claw and the outer ear plate.
  • the pin holes on the outer ear plate and the inner ear plate adopt clearance fit with the pin to ensure that the supporting claw can be freely turned over.
  • the wall-attached support further includes two guide wheel brackets fixed on the bottom plate, the two guide wheel brackets are located between the two inner ear plates, and each guide wheel bracket is equipped with an outer side anti-side guide wheel.
  • the inner anti-side guide wheel includes an upper anti-side guide wheel and a lower anti-side guide wheel, the pin axes of the upper anti-side guide wheel and the lower anti-side guide wheel are arranged in parallel, and the supporting hooks are connected with the supporting ear plate.
  • the point is located between the upper anti-side guide wheel and the lower anti-side guide wheel.
  • the pin of the upper anti-side guide wheel passes through the two guide wheel brackets and is supported on the mounting holes of the two inner ear plates.
  • a C-shaped slot plate is also connected between the two inner ear plates to prevent the T-slot guide rail from rubbing against the pin shaft supporting the claws, and a plurality of load-bearing rods are arranged on the guide rail column and the cylinder bracket at intervals. It is supported on the supporting claw; the hooked part of the supporting claw is an inclined surface with an outward inclination to guide the supporting column bearing rod to settle smoothly.
  • the upper and lower ends of the hydraulic oil cylinder are connected with a reversing device
  • the reversing device includes a top tongue, a top tongue box, a limit mechanism, a top tongue turning adjustment mechanism and a top tongue turning reset mechanism, the top tongue and the top tongue
  • the box is connected in rotation, the end of the top tongue protrudes out of the top tongue box, and the limit mechanism is installed in the top tongue box to limit the maximum angle of the top tongue rotating clockwise and counterclockwise.
  • the limit mechanism includes the top tongue facing away from the supporting column On one side of the upper limit block and the lower limit block, the top tongue turning adjustment mechanism is connected with the top tongue to drive its rotation, and the top tongue turning adjustment mechanism is connected with the top tongue turning reset mechanism to realize automatic reset after rotation;
  • the support column is provided with a plurality of ladder stop catching groove top blocks in the height direction, the top tongue of the reversing device bears against the ladder stop catching groove top block to drive the support column to lift, and the reversing device under the hydraulic cylinder is fixed above the cylinder support.
  • the reversing device above the hydraulic cylinder is fixed with the supporting column, and the cylinder bracket is hung on the wall-attached support.
  • the top tongue turning adjustment mechanism includes a steering handle fixedly connected to the top tongue;
  • the top tongue turning reset mechanism includes a guide slide rod fixed on the top tongue box, a sliding sleeve sleeved on the guide slide rod, and a connecting slide
  • the upper and lower ends of the guide sliding rod are equipped with fixing grooves for accommodating the sliding sleeve, and the sliding sleeve is installed with a locking bolt for fixing the sliding sleeve.
  • the present invention further proposes a jacking method based on the above-mentioned rail-frame integrated support jacking system for an integrated platform, which includes the following steps:
  • the support column will automatically fall back under the drive of the hydraulic cylinder.
  • the load bearing rod on the support column is hung on the support hooks of the N+1 layer attached wall support, and the load on the upper part of the integrated platform is transmitted to the attachment.
  • Wall support, the wall-attached support is passed to the wall-attached connector, and finally to the concrete wall;
  • the piston rod of the hydraulic cylinder is recovered, and the piston rod drives the cylinder bracket to lift one level.
  • the cylinder bracket automatically falls and hangs on the N-layer attached wall support, the cylinder is depressurized, and the construction integrated platform completes a jacking process.
  • the integrated rail support lifting system for the integrated platform proposed in the present invention can realize the automatic turning and resetting of the supporting claws relative to the bearing rod of the supporting column during the construction of the integrated platform.
  • the guiding mechanism can always clamp the T-slot guide rail on the support column, and realizes the anti-side guiding function no matter it is working or in the lifting state.
  • the integrated support jacking system Through the integrated support jacking system, the torsion resistance of the construction integrated platform is improved, and the platform has multiple safety redundancy, reliability and practicality.
  • this integrated support jacking system combines the advantages of the climbing form construction platform and the top form construction integrated platform. It has a large load-bearing capacity, and at the same time, it has a small size, more flexible installation and disassembly, simple and convenient operation, and lower The labor intensity of workers has good economic benefits and wide applicability.
  • Fig. 1 is a schematic structural diagram of Embodiment 1 of a rail-frame integrated support jacking system for an integrated platform according to the present invention
  • FIG. 2 is a schematic structural diagram of the wall-attached support in Embodiment 1 of the rail-frame integrated support jacking system used for the integrated platform of the present invention
  • FIG. 3 is a schematic diagram of the structure of the wall-attached support, the concrete wall and the supporting column in the embodiment 1 of the integrated rail-frame supporting jacking system for the integrated platform of the present invention
  • Embodiment 4 is a schematic diagram of the structure of Embodiment 1 of the rail-frame integrated support jacking system for an integrated platform of the present invention after installing a layer of wall-attached supports before jacking;
  • Fig. 5 is a schematic structural diagram of the embodiment 1 of the rail-frame integrated support jacking system for an integrated platform of the present invention when the support column is jacked;
  • Figure 6 is a schematic structural diagram of Embodiment 1 of the integrated platform rail support jacking system of the present invention when the oil cylinder support is recovered;
  • Fig. 7a is a schematic structural diagram of the construction principle of Embodiment 1 of the rail-frame integrated support jacking system for an integrated platform according to the present invention
  • Fig. 7b is a schematic diagram of an exploded structure of Fig. 7a;
  • Fig. 8a is a schematic structural diagram of the construction principle of Embodiment 2 of the rail-frame integrated support jacking system for an integrated platform according to the present invention
  • FIG. 8b is a schematic diagram of an exploded structure of FIG. 8a;
  • Figure 9a is a schematic structural diagram of the construction principle of Embodiment 3 of the rail-frame integrated support jacking system for integrated platforms according to the present invention.
  • Fig. 9b is a schematic diagram of an exploded structure of Fig. 9a;
  • FIG. 9c is a schematic structural diagram from another perspective of FIG. 9a;
  • Figure 9d is a schematic structural diagram of the reversing device in Embodiment 3 of the rail-frame integrated support jacking system used for the integrated platform of the present invention.
  • Fig. 9e is a schematic diagram of the disassembled structure of the reversing device in Embodiment 3 of the rail-frame integrated support jacking system for the integrated platform of the present invention.
  • 9f is a schematic view of the vertical structure when the supporting column is in the jacked state in Embodiment 3 of the integrated platform supporting and jacking system for integrated platform of the present invention.
  • FIG. 9g is a schematic view of the vertical structure when the reversing device is in the lifted state in Embodiment 3 of the integrated platform supporting and lifting system for integrated platforms according to the present invention.
  • Fig. 10a is a schematic structural diagram of the construction principle of Embodiment 4 of the rail-frame integrated support jacking system for an integrated platform according to the present invention
  • Fig. 10b is a schematic diagram of the exploded structure of Fig. 10a.
  • the present invention provides a rail frame integrated support jacking system for an integrated platform.
  • a rail-frame integrated support jacking system for an integrated platform includes a wall-attached connector 3, a wall-attached support 2, a cylinder bracket 7, a hydraulic cylinder 8, a support Column 6 and construction integration platform 5, of which,
  • the wall-attached support 2 can be detachably installed on the surface of the concrete wall 1 through the corresponding wall-attached connector 3.
  • the wall-attached support 2 is equipped with a freely reversible supporting hook 2.9, and the support column 6 and the cylinder bracket 7 are supported on it.
  • Each corresponds to the supporting hooks 2.9 of the wall-attached support 2 (in this embodiment, the support column 6 and the cylinder bracket 7 are both hung on the two wall-attached supports 2), the support column 6 is located above the cylinder bracket 7, and the cylinder A hydraulic cylinder 8 is installed on the support 7, and the piston rod of the hydraulic cylinder 8 is connected with the supporting column 6 to drive the lifting (in this embodiment, the piston rod of the hydraulic cylinder 8 is fixedly connected with the bottom of the supporting column 6).
  • the supporting column 6 and the cylinder bracket 7 are both provided with load-bearing rods, and the supporting column 6 and the cylinder bracket 7 are both hung on the supporting claws 2.9 through the load-bearing rods.
  • the multiple load-bearing rods supporting the column 6 and the cylinder bracket 7 are arranged in a stepped manner, and the lifting distance mode can be adjusted according to the height of different floors; the load-bearing rods arranged in a stepped manner may encounter emergencies during the lifting process. In case of condition, it can be ensured that the integrated platform column is timely seated on the hook of the wall-attached support 2 to ensure the safety of the jacking operation.
  • the wall-attached connector 3 is pre-embedded on the concrete wall 1, and the bottom plate 2.4 of the wall-attached support 2 and the wall-attached connector 3 are fixed by fasteners to fix the wall-attached support 2 to one side of the concrete wall 1.
  • the wall-attached connector 3 adopts a removable embedded screw 3.1 and a positioning card 3.2 for fixing the removable embedded screw 3.1 on the wall, or a combination of a pull screw and a back plate. Bolt holes are opened on the positioning plate or the back plate to allow the embedded screw or the opposite pull screw to pass through.
  • the removable pre-embedded screw or the opposite pull screw is detachably installed on the concrete wall 1.
  • One supporting column 6 is equipped with at least two wall-attached supports 2 (multiple wall-attached supports 2 are mutual backup to prevent the failure of one wall-attached support 2 causing the support column 6 to fall, which effectively guarantees the safety of the integrated platform), After the supporting column 6 is lifted up to a predetermined height, the wall-attached support 2 below is disassembled, and then installed on the wall-attached support 2 of the current supporting support column 6.
  • the wall-attached supports 2 corresponding to each support post 6 are vertically arranged linearly, so that the support post 6 can pass through the middle of the two supporting hooks 2.9 of each attached-wall support 2 smoothly.
  • the supporting column 6 and the cylinder bracket 7 are provided with a T-slot guide rail on the side close to the concrete wall.
  • the T-slot guide rail includes a vertical support column 6 and the cylinder bracket 7 on the side close to the concrete wall.
  • the support plate and the limit plate arranged perpendicular to the support plate, the limit plate and the support plate form a T-shaped structure, and the wall-attached support 2 is equipped with an anti-side guide mechanism adapted to the T-slot guide rail.
  • the anti-side guide mechanism includes an inner anti-side guide wheel and an outer anti-side guide wheel 2.3.
  • the outer anti-side guide wheel 2.3 is located inside the limiting plate, and the inner anti-side guiding wheel is located outside the limiting plate.
  • a wall-attached support 2 is provided with two supporting hooks 2.9 as an example.
  • the wall-attached support 2 includes a bottom plate 2.4 and two supporting ear plates, both of which are fixed on the same side of the bottom plate 2.4, and two supporting hooks
  • the claws 2.9 are respectively supported on the two supporting ear plates and are rotatably connected with them.
  • the inner side anti-side guide wheel and the outer side anti-side guide wheel 2.3 of the wall-attached support 2 cooperate to clamp the T-slot guide rail 6.2 to guide the support column 6 to move up smoothly.
  • the outer anti-side guide wheel 2.3 and the inner anti-side guide wheel always clamp the T-slot guide rail 6.2 on the support column 6 to achieve a relatively stable position of the support column 6 in the platform working and lifting state.
  • the support ear plate includes an outer ear plate 2.5 and an inner ear plate 2.6 fixed on the same side of the bottom plate 2.4.
  • the end of the supporting hook 2.9 is located between the outer ear plate 2.5 and the inner ear plate 2.6, and the pin passes through the inner ear plate.
  • the plate 2.6, the supporting claw 2.9 and the outer ear plate 2.5 connect the three, and the pin hole and the pin on the outer ear plate 2.5 and the inner ear plate 2.6 adopt a clearance fit to ensure that the supporting claw 2.9 can be turned freely.
  • the wall-attached support 2 also includes two guide wheel brackets 2.7 fixed on the bottom plate 2.4.
  • the two guide wheel brackets 2.7 are located between the two inner ear plates 2.6.
  • Each guide wheel bracket 2.7 is equipped with an outer side anti-side Guide wheel 2.3.
  • the bottom plate 2.4 is provided with bolt holes, which are used to connect the internal threaded holes of the removable embedded screw 3.1 or install the opposite pull screw.
  • the inner side anti-side guide wheel includes an upper anti-side guide wheel 2.2 and a lower anti-side guide wheel 2.1.
  • the pin axes of the upper anti-side guide wheel 2.2 and the lower anti-side guide wheel 2.1 are arranged in parallel, and the supporting claw 2.9 and the support
  • the connection point of the ear plate is located between the upper anti-side guide wheel 2.2 and the lower anti-side guide wheel 2.1.
  • the pin of the upper anti-side guide wheel 2.2 passes through the two guide wheel brackets 2.7 and is supported on the mounting holes of the two inner ear plates 2.6 .
  • the guide wheel bracket 2.7 is provided with a connecting bolt hole and a U-shaped slot (for the connecting pin of the upper anti-side guide wheel 2.2 to pass through), the size of the U-shaped slot is slightly larger than the connecting pin of the upper anti-side guide wheel 2.2, In order to ensure that the guide wheel bracket 2.7 has a certain rotation space, in order to digest the deviation of on-site installation, it is realized that the supporting column 6 can pass smoothly during the lifting process.
  • a C-shaped slot plate 2.8 is also connected between the two inner ear plates 2.6 to prevent the T-slot guide rail 6.2 from rubbing against the pin shaft supporting the claw 2.9.
  • the C-type card slot plate 2.8 is also used to increase the overall stability of the wall-attached support 2 structural frame.
  • the hooked part of the supporting claw 2.9 is an outwardly inclined slope to guide the support rod 6.1 of the integrated platform support column 6 to smoothly drop.
  • the bottom plate 2.4 above the supporting claw 2.9 is also fixed with a limit card 2.10 to limit the maximum angle of upward rotation of the supporting claw 2.9 to prevent the hook from damaging the wall.
  • the cylinder bracket 7 and the bearing rod supporting the column 6 are provided with a supporting claw limit top block.
  • the supporting claw limit top block can be combined with the supporting claw 2.9 The outer side is tight, so that part of the horizontal force of the cylinder bracket 7 is directly transmitted to the supporting hook 2.9, reducing the force strength of the T-shaped groove on the supporting column 6, thereby protecting the anti-side guiding mechanism on the wall-attached support 2.
  • the bearing rods 6.1 supporting the column 6 are separated from the supporting hooks 2.9.
  • the bearing rods 6.1 distributed on the supporting column 6 will intermittently push up to the next group Support the bottom of the claw 2.9 and push the claw 2.9 to flip to the side of the wall.
  • the claw 2.9 is restored to the vertical state with the concrete wall 1 under the action of its own weight, and so on. , Until the lifting work of the scheduled stroke is completed.
  • the vertical load of the supporting column 6 is transmitted to the hydraulic jacking cylinder, the hydraulic cylinder 8 is transmitted to the cylinder support 7, and then to the corresponding lower wall support 2 of the cylinder support 7, and finally to the concrete wall 1.
  • the lateral horizontal load of the integrated platform supporting column 6 is transmitted to the wall-attached support 2 through the anti-side guide mechanism on the wall-attached support 2, and then to the concrete wall 1.
  • the supporting column 6 is re-mounted on the wall-attached support 2 at the position of the previous structural layer.
  • the cylinder bracket 7 is lifted, its tail will be connected with the wall-attached support on the lower structural layer. 2 Disconnect and dismantle the attached wall support that has been weakened. 2 Turn to the upper structure floor for use.
  • the wall-attached connector 3 includes a removable embedded screw 3.1 and a positioning card 3.2 for fixing the removable embedded screw 3.1.
  • the supporting column 6 will automatically fall back under the drive of the oil cylinder, and the bearing rod on the supporting column 6 will be hung back to the hook of the wall-attached support 2, and the bearing rod will fit the hook. Tightly, the load on the upper part of the integrated platform is transferred to the wall-attached support 2, and the wall-attached support 2 is transferred to the attached wall connector 3, and finally to the concrete wall 1;
  • the piston rod of the hydraulic cylinder 8 is recovered, and the piston rod drives the cylinder support 7 to be lifted from the N-1 layer to the N layer.
  • the T-slot guide rail on the cylinder support 7 is at the N-1 Guided by the guide wheels of the wall-attached support 2 on the floor, smoothly enter the section of the wall-attached support on the N floor.
  • the cylinder bracket 7 is lifted into position and hung on the wall-attached support 2 on the N floor.
  • the pressure of the oil cylinder is relieved, and the integrated platform 5 is constructed. Complete a jacking process.
  • the integrated rail support and jacking system for the integrated platform proposed by the present invention can realize the automatic turning and resetting of the supporting claw 2.9 relative to the bearing rod supporting the upright 6 when the integrated platform 5 is being constructed.
  • the side guide mechanism can always clamp the T-slot guide rail 6.2 on the support column 6, and realizes the anti-side guide function no matter it is in the working or lifting state.
  • the integrated support jacking system Through the integrated support jacking system, the torsion resistance of the construction integrated platform 5 is improved, so that the platform has multiple safety redundancy, is reliable and practical.
  • this integrated support jacking system combines the advantages of the climbing form construction platform and the top form construction integrated platform. It has a large load-bearing capacity, and at the same time, it has a small size, more flexible installation and disassembly, simple and convenient operation, and lower The labor intensity of workers has good economic benefits and wide applicability.
  • Embodiment 1 the difference between this embodiment and Embodiment 1 is that in this embodiment, a set of hanging shoes 2.12 are added to the outer and left sides of the supporting claws 2.9 of the wall-attached support 2 to support the cylinder bracket 7.
  • the cylinder bracket 7 is hooked on the hanging shoe 2.12 of the wall-attached support 2 through a hook (with an elastic reset mechanism, which can realize the automatic turning and resetting of the hook), and the cylinder bracket 7 and the supporting column 6 are simultaneously supported to On the same group of wall-attached supports 2, using this way of sharing the wall-attached supports 2, without changing the safety of the support system, the position of the cylinder bracket 7 can be moved up by one structural layer (compared to embodiment 1 ), nested with the supporting column 6, reducing the number of wall-attached supports 2 and at the same time reduces the difficulty of turnover of the wall-attached supports 2.
  • Example 3 the number of supporting claws 2.9 in each set of wall-attached support 2 is 1, and the bearing mode of the supporting column 6 and the wall-attached support 2 has changed from double hooks on both sides of the column to a single hook in the abdominal cavity of the column. claw;
  • a set of hook ear plates 2.13 are added to the left and right sides of the supporting hook 2.9.
  • the function is similar to that of the shoe 2.12, and the structure is slightly changed. Its function is to hook the cylinder bracket 7 through the hook.
  • 7.1 Fixed on the hook ear plate 2.13, using this method of sharing the attached wall support 2, without changing the safety of the support system, the position of the cylinder support 7 can be moved up by a structural layer, and it can be embedded with the support column 6. Set them together to reduce the number of wall-attached supports 2;
  • the anti-side guide mechanism is arranged at the lower part of the supporting hook 2.9 to avoid the assembly conflict with the cylinder bracket 7 during operation;
  • the short-stroke hydraulic cylinder 8 is used in the embodiment 3.
  • a set of reversing device 9 is arranged above and below the hydraulic cylinder 8. The direction of the reversing device 9 can be adjusted to realize the support column 6 jacking and the cylinder support 7 Lifting operations.
  • the four sets of hanging claws 7.1 on the cylinder bracket 7 are all equipped with an elastic reset device, which can realize the automatic turning and resetting of the hanging claws after crossing the hook ear plate 2.13.
  • the reversing device 9 adopts the following structure: including a top tongue 9.10, a top tongue box 9.1, a limit mechanism, a top tongue turning adjustment mechanism and a top tongue turning reset mechanism, top tongue 9.10 and top tongue
  • the box 9.1 is connected by rotation.
  • the end of the top tongue 9.10 protrudes out of the top tongue box 9.1.
  • the limit mechanism is installed in the top tongue box 9.1 to limit the maximum angle of the top tongue 9.10 rotating clockwise and counterclockwise.
  • the limit mechanism includes the The top tongue 9.10 is away from the upper limit block 9.6 and the lower limit block 9.8 on the side of the support column 6.
  • the top tongue steering adjustment mechanism is connected with the top tongue 9.10 to drive it to rotate, and the top tongue steering adjustment mechanism is connected with the top tongue steering reset mechanism to realize it. Automatic reset after rotation;
  • the support column 6 is provided with a plurality of ladder stop catching groove top blocks 6.3 in the height direction.
  • the two ladder stop catching groove top blocks 6.3 form a slot to accommodate the top tongue 9.10,
  • the tongue 9.10 bears against the bottom of the top block 6.3 of the ladder stop card slot to drive the support column 6 to lift.
  • the reversing device 9 under the hydraulic cylinder 8 is fixed above the cylinder bracket 7, and the reversing device 9 above the hydraulic cylinder 8 is fixed to the support column 6.
  • the cylinder bracket 7 is hung on the wall-attached support 2.
  • the top tongue steering adjustment mechanism includes a steering handle 9.5 fixedly connected with the top tongue 9.10. Both sides of the top tongue steering adjustment mechanism are provided with a top tongue steering reset mechanism, the steering handle 9.5 has a T-shaped structure, and both sides of the steering handle 9.5 are fixed with a top tongue steering reset mechanism.
  • the top tongue turning reset mechanism includes a guide sliding rod 9.7 fixed on the top tongue box 9.1, a sliding sleeve 9.2 sleeved on the guide sliding rod, and an elastic member connecting the sliding sleeve 9.2 and the top tongue turning adjustment mechanism.
  • the sliding sleeve 9.2 and the guide sliding Rod 9.7 can be detachably connected.
  • the elastic part is a spring 9.4.
  • the upper and lower ends of the guide sliding rod 9.7 are provided with fixing grooves.
  • the sliding sleeve 9.2 is equipped with a locking bolt 9.3 for fixing the sliding sleeve 9.2.
  • the screwing depth of the locking bolt 9.3 is adjusted to control the sliding Set the tightness of 9.2.
  • the top tongue box 9.1 includes an upper card slot plate and a lower card slot plate set up and down opposite to each other, a left limit plate and a right limit plate connected to both sides of the upper card slot plate and the lower card slot plate, and a fixed under the lower card slot plate.
  • the oil cylinder is connected to the lug plate, and both the upper slot plate and the lower slot plate are provided with a slot for engaging with the outside of the guide rail of the support column 6.
  • the top tongue 9.10 is installed in the top tongue box 9.1 through the top tongue positioning pin shaft 9.9.
  • the top tongue 9.10 can rotate around the top tongue positioning pin shaft 9.9.
  • the upper limit block 9.6 and the lower limit block 9.8 are installed on the top tongue box 9.1.
  • the position block 9.6 is located at the upper right of the top tongue positioning pin 9.9 (the right shown in Figure 9d), and the lower limit block 9.8 is located at the lower right of the top tongue positioning pin 9.9.
  • the top tongue positioning pin 9.9, the upper limit block 9.6 and the lower limit block 9.8 are all penetrated on the left and right limit plates.
  • the upper limit block 9.6 and the lower limit block 9.8 are all located close to the top tongue positioning pin 9.9
  • the top tongue turns to one side of the adjustment mechanism.
  • the working principle of the reversing device 9 of the jacking system of the construction platform is as follows.
  • the reversing device 9 is connected to the power system such as the hydraulic cylinder 8 through the connecting lug plate.
  • the pressurized piston rod of the cylinder extends, pushing the reversing device 9 to move upward, and the top tongue 9.10 of the reversing device 9 abuts against the support column 6.
  • the top block of the ladder stop card slot 6.3 thereby pushing the supporting column 6 to move upward;
  • the support column 6 moves upwards under the push of the hydraulic cylinder 8 until it reaches the predetermined stroke (the distance between the top blocks of the two ladder block grooves 6.3), the support column 6 is first fixed with the reversing device 9 below, and then, The piston rod of the hydraulic oil cylinder 8 is retracted and recovered, driving the upper reversing device 9 to move downward;
  • the oil cylinder is pressurized again to push the piston rod out, push the upper reversing device 9 to move upwards, the top tongue 9.10 abuts the top block 6.3 of the gear ladder block groove on the support column 6, thereby pushing the support column 6 upward again Move to enter the next jacking operation;
  • the next step is to lift the hydraulic cylinder 8 and cylinder support 7 to prepare for the subsequent jacking needs of the construction platform.
  • the hydraulic cylinder power system and the wall-attached support 2 are fixed, loosen the locking bolt 9.3 and turn the steering handle 9.5 clockwise so that the tail points to the lower right.
  • the sliding sleeve 9.2 is dragged by the spring 9.4,
  • the guide sliding rod 9.7 slides down, and the sliding sleeve 9.2 is fixed to the fixing groove at the lower end of the guide sliding rod 9.7 by the locking bolt 9.3.
  • the upper and lower reversing devices 9 are connected to the upper and lower ends of the hydraulic cylinder 8 through the cylinder connecting lugs.
  • the pressurized piston rod of the cylinder extends, pushing the reversing device 9 above the hydraulic cylinder 8 to move upwards, following the reversing device 9 moves up, the exposed part of the top tongue 9.10 touches the top block 6.3 of the ladder stop slot in the upper gear of the support column 6.
  • the top tongue 9.10 will rotate counterclockwise around the top tongue positioning pin 9.9, So that the top tongue 9.10 can smoothly pass the block of the top block 6.3 of the ladder stop card slot, and perform the climbing action of the upper reversing device 9;
  • the hydraulic cylinder 8 will pressurize again to push the piston rod out, and push the reversing device 9 located above to move upward, the exposed part of the top tongue 9.10 hits the top block 6.3 of the ladder stop card slot in the 6 position of the support column, and then The piston rod of the oil cylinder continues to be ejected, and the top tongue 9.10 will rotate counterclockwise around the top tongue positioning pin 9.9, so that the top tongue 9.10 can smoothly pass the block of the top block 6.3 of the ladder block slot in the 6 position of the support column, and the tension of the spring 9.4 Under the action of the adjustment handle 9.5, pull the top tongue 9.10 to rotate clockwise around the top tongue positioning pin 9.9, so that the top tongue 9.10 returns to the top block 6.3 of the ladder block slot of the upper gear of the support column 6, and completes the top again.
  • the integrated platform of the top mold can be jacked into place step by step.
  • the same top mold integrated platform adopts this technology, compared with the original large-stroke hydraulic cylinder 8 system, the cost can be reduced by more than 40%, and the size of the hydraulic cylinder 8 is reduced, and the turnover efficiency and versatility are improved.
  • the reversing device 9 has the advantages of clever reversing, stable operation, simple structure and easy realization.
  • Embodiment 4 combines the characteristics of Embodiments 2 and 3 and adjusts:
  • Example 4 the number of supporting claws 2.9 in each set of wall-attached support 2 is one, and the bearing mode of supporting column 6 and wall-attached support 2 has changed from double hooks on both sides of the column to a single hook in the abdominal cavity of the column. claw;
  • a set of hanging boots 2.12 is added to the outer left and right sides of the supporting hook 2.9, which is used to hook the cylinder bracket 7;
  • the cylinder bracket 7 is in the form of a triangular bracket, which is fixed on the hanging shoe 2.12 by the hanging claw 7.1.
  • This method of sharing the wall-attached support 2 is adopted, without changing the safety of the support system. Move the position of the cylinder bracket 7 up by a structural layer and nest it with the supporting column 6 to reduce the number of wall-attached supports 2;
  • the anti-side guide mechanism is arranged at the lower part of the supporting claw 2.9 to avoid the assembly conflict with the cylinder bracket 7 during operation;
  • the short-stroke hydraulic cylinder 8 is used in the embodiment 4.
  • the hydraulic cylinder 8 is equipped with a set of reversing devices 9 above and below.
  • the direction of the reversing device 9 can be adjusted to realize the lifting of the supporting column 6 and the lifting of the cylinder bracket 7 .
  • the four sets of hanging claws 7.1 on the cylinder bracket 7 are all equipped with an elastic reset device, which can realize the automatic turning and resetting of the hanging claws 7.1 after crossing the hanging shoes 2.12.
  • the present invention further proposes a jacking method for a rail-frame integrated support jacking system for an integrated platform.
  • a jacking method based on the integrated platform supporting jacking system for integrated platform in the above-mentioned embodiment includes the following steps:
  • Step S10 after installing the N+1 layer attached wall support 2, control the piston rod of the hydraulic oil cylinder 8 to push out, so that the support column 6 moves upwards.
  • the support column 6 is rising, the bearing rod supporting the column 6 pushes the attachment.
  • the supporting claw 2.9 of the wall support 2 is turned to the side close to the concrete wall 1 to make room for the supporting column 6 to move up;
  • Step S20 After the preset jacking height is completed, the support column 6 automatically falls under the drive of the hydraulic cylinder 8, and the load-bearing bar on the support column 6 is hung on the support hook 2.9 of the N+1 layer wall-attached support 2 , The load on the upper part of the integrated platform is transferred to the attached wall support 2, the attached wall support 2 is transferred to the attached wall connector 3, and finally to the concrete wall 1;
  • Step S30 After the support column 6 is seated, the piston rod of the hydraulic cylinder 8 is recovered, and the piston rod drives the cylinder support 7 to lift by one layer (the corresponding method of the embodiment 1 of the integrated support jacking system is from layer N-1 to layer N) , The cylinder bracket 7 automatically falls back to hang it on the N-layer wall-attached support 2 (there are 4 ways to cooperate with the hydraulic cylinder bracket 7 and the wall-attached support 2.
  • the oil cylinder is depressurized, and the construction integration platform 5 completes a jacking process.
  • the jacking method proposed by the present invention realizes the smooth progress of the jacking process of the rail-frame integrated support jacking system, and the jacking method is stable and reliable, and the operation is simple.

Abstract

一种用于集成平台的轨架一体式支撑顶升系统及顶升方法，支撑顶升系统包括附墙支座（2）、附墙连接件（3）、油缸支架（7）、液压油缸（8）、支撑立柱（6）和施工集成平台（5），附墙支座（2）通过附墙连接件（3）可拆卸安装于混凝土墙体（1）表面，附墙支座（2）上安装有可自由翻转的支承钩爪（2.9），支撑立柱（6）和油缸支架（7）支撑于其各自对应附墙支座（2）的支承钩爪（2.9）上，液压油缸（8）驱动顶升支撑立柱（6）。顶升方法包括安装附墙连接件（3）和附墙支座（2），并将支撑立柱（6）和油缸支架（7）分别挂于上下层附墙支座（2）的支承钩爪（2.9）上，油缸支架（7）上安装的液压油缸（8）的活塞杆与支撑立柱（6）底部固定连接并顶升支撑立柱（6），完成顶升后，支撑立柱（6）上的承力棒回落挂到上一层附墙支座（2）的支承钩爪（2.9）上，液压油缸（8）的活塞杆回收带动油缸支架（7）上提一层并回落挂于附墙支座（2）上，完成一个顶升过程。该支承装置安拆灵活，具有抗侧导向性。

Description

用于集成平台的轨架一体式支撑顶升系统及其顶升方法 技术领域
本发明涉及建筑施工技术领域，尤其涉及一种用于集成平台的轨架一体式支撑顶升系统及其顶升方法。
背景技术
在建筑施工中，目前用于超高层建筑核心筒施工的集成平台，主要有爬模施工平台和顶模施工集成平台两种，其中的顶模集成平台又分为少支点低位顶模集成平台和微凸顶模集成平台。爬模施工平台受制于支撑系统形式及支点附着位置等因素，很难实现大承载能力需求。低位顶模集成平台具有较好的承载能力，但支撑系统构件尺寸庞大，必须根据各项目的结构特点进行针对性设计，很难做到多项目通用，经济性差；而且因其支点较少(一般为4～6个，必须布置在支撑梁两端有墙的位置)，集成平台很容易出现空中抗扭转偏移，且没有防坠落设置，存在安全隐患。微凸顶模集成平台支撑位置布置相对灵活，但因其承力件必须作为模板的一部分，必须根据结构层高定制，制造加工工艺高，通用性也不理想；单套承力件重达2.5吨，跟随模板同时安装，安拆周转劳动强度大。
因此，有必要设计一种构件通用性强、安拆更灵活，具备抗扭转、防坠落性能且具有较大承载能力的支撑顶升系统。
发明内容
本发明的主要目的在于提供一种用于集成平台的轨架一体式支撑顶升系统及其顶升方法，旨在使支撑顶升系统体型轻便，同时方便周转且具有较大承载能力。
为实现上述目的，本发明提供一种用于集成平台的轨架一体式支撑顶升系统，包括附墙连接件、附墙支座、油缸支架、液压油缸、支撑立柱以及施工集成平台，其中，
所述附墙支座通过对应的附墙连接件可拆卸安装于混凝土墙体表面，附墙支座上安装有可自由翻转的支承钩爪，支撑立柱和油缸支架支撑于其各自 对应附墙支座的支承钩爪上，支撑立柱位于油缸支架上方，油缸支架上安装有液压油缸，液压油缸的活塞杆与支撑立柱连接以驱动其顶升。
优选地，所述支撑立柱和油缸支架靠近混凝土墙面一侧均设置有T形槽导轨，T形槽导轨包括与支撑立柱和油缸支架靠近混凝土墙面的侧面垂直设置的支撑板以及与支撑板垂直设置的限位板，限位板和支撑板组成T形结构，附墙支座上安装有与T形槽导轨适配的抗侧导向机构。
优选地，所述抗侧导向机构包括内侧抗侧导向轮和外侧抗侧导向轮，外侧抗侧导向轮位于限位板内侧，内侧抗侧导向轮位于限位板外侧。
优选地，所述附墙支座包括底板和两支撑耳板，两所述支撑耳板均固定于底板同一侧，两支承钩爪分别支承于两支撑耳板上且与其转动连接；所述支撑耳板包括固定于底板同一侧的外侧耳板和内侧耳板，支承钩爪的末端位于外侧耳板和内侧耳板之间，销轴穿过内侧耳板、支承钩爪和外侧耳板将三者连接，外侧耳板和内侧耳板上销轴孔与销轴采用间隙配合以保证支承钩爪可自由翻转。
优选地，所述附墙支座还包括固定于底板上的两导向轮支架，两导向轮支架位于两内侧耳板之间，每一导向轮支架上均安装有一外侧抗侧导向轮。
优选地，所述内侧抗侧导向轮包括上部抗侧导向轮和下部抗侧导向轮，上部抗侧导向轮和下部抗侧导向轮的销轴轴线平行设置，支承钩爪与支撑耳板的连接点位于上部抗侧导向轮和下部抗侧导向轮之间，上部抗侧导向轮的销轴穿过两导向轮支架且支承于两内侧耳板的安装孔上。
优选地，两所述内侧耳板之间还连接有C型卡槽板以避免T型槽导轨与支承钩爪的销轴剐蹭，导轨立柱和油缸支架上均间隔设置有多个承力棒以支承于支承钩爪上；所述支承钩爪的钩起部分为倾角向外的斜面，以引导支撑立柱承力棒顺利落位。
优选地，所述液压油缸的上下两端均连接有换向装置，换向装置包括顶舌、顶舌箱、限位机构、顶舌转向调节机构以及顶舌转向复位机构，顶舌与顶舌箱转动连接，顶舌的端部凸伸于顶舌箱外，限位机构安装于顶舌箱中以对顶舌顺、逆时针转动最大角度进行限定，限位机构包括位于顶舌背离支撑立柱一侧的上限位块和下限位块，顶舌转向调节机构与顶舌连接以驱动其转动，顶舌转向调节机构连接有顶舌转向复位机构以实现其转动后进行自动复 位；
支撑立柱其高度方向上设置有多个梯挡卡槽顶块，换向装置的顶舌顶住梯挡卡槽顶块以带动支撑立柱提升，液压油缸下方的换向装置固定于油缸支架上方，液压油缸上方的换向装置与支撑立柱固定，油缸支架挂设于附墙支座上。
优选地，所述顶舌转向调节机构包括与顶舌固定连接的调向手柄；顶舌转向复位机构包括固定于顶舌箱上的导向滑杆、套于导向滑杆上的滑动套以及连接滑动套和顶舌转向调节机构的弹性件，导向滑杆的上下两端均设有用于容纳滑动套的固定槽，滑动套上安装有用于固定滑动套的锁紧螺栓，通过调节锁紧螺栓的拧入深度以控制滑动套的松紧程度。
本发明进一步提出一种基于上述的用于集成平台的轨架一体式支撑顶升系统的顶升方法，包括以下步骤：
安装N+1层的附墙支座后，控制液压油缸的活塞杆顶出，使支撑立柱向上移动，支撑立柱在上升过程中，支撑立柱的承力棒推动附墙支座的支承钩爪向靠近混凝土墙体一侧翻转腾出空间供支撑立柱上移；
完成预设的顶升高度后，支撑立柱在液压油缸的带动下自动回落，支撑立柱上的承力棒挂到N+1层附墙支座的支承钩爪上，集成平台上部荷载传递给附墙支座，附墙支座传递给附墙连接件，最后传递给混凝土墙体；
支撑立柱落位后，回收液压油缸的活塞杆，活塞杆带动油缸支架提升一层，油缸支架自动回落挂于N层附墙支座上，油缸泄压，施工集成平台完成一个顶升过程。
本发明提出的提出的用于集成平台的轨架一体式支撑顶升系统，在施工集成平台顶升时，可实现支承钩爪相对支撑立柱的承力棒的自动翻转复位，同时，由于抗侧导向机构可始终夹持住支撑立柱上的T型槽导轨，无论是工作还是顶升状态均实现了抗侧导向功能。通过本一体式支撑顶升系统，提高了施工集成平台的抗扭转能力，使平台具有多重安全冗余，可靠实用。另外，本一体式支撑顶升系统集合了爬模施工平台和顶模施工集成平台两种的优点，具有较大承载能力，同时其外型尺寸小，安拆更灵活，操作简单方便，降低了工人劳动强度，具有良好的经济效益和广泛的应用性。
附图说明
图1为本发明用于集成平台的轨架一体式支撑顶升系统实施例1的结构示意图；
图2为本发明用于集成平台的轨架一体式支撑顶升系统实施例1中附墙支座的结构示意图；
图3为本发明用于集成平台的轨架一体式支撑顶升系统实施例1中附墙支座、混凝土墙体与支撑立柱的结构示意图；
图4为本发明用于集成平台的轨架一体式支撑顶升系统实施例1在顶升前安装上一层附墙支座后的结构示意图；
图5为本发明用于集成平台的轨架一体式支撑顶升系统实施例1在顶升支撑立柱时的结构示意图；
图6为本发明用于集成平台的轨架一体式支撑顶升系统实施例1在油缸支架回收完毕时的结构示意图；
图7a为本发明用于集成平台的轨架一体式支撑顶升系统实施例1的构造原理结构示意图；
图7b为图7a的分解结构示意图；
图8a为本发明用于集成平台的轨架一体式支撑顶升系统实施例2的构造原理结构示意图；
图8b为图8a的分解结构示意图；
图9a为本发明用于集成平台的轨架一体式支撑顶升系统实施例3的构造原理结构示意图；
图9b为图9a的分解结构示意图；
图9c为图9a的另一视角结构示意图；
图9d为本发明用于集成平台的轨架一体式支撑顶升系统实施例3中换向装置的结构示意图；
图9e为本发明用于集成平台的轨架一体式支撑顶升系统实施例3中换向装置的分解结构示意图；
图9f为本发明用于集成平台的轨架一体式支撑顶升系统实施例3中在支撑立柱为顶升状态时的立面结构示意图；
图9g为本发明用于集成平台的轨架一体式支撑顶升系统实施例3中在换向装置为提升状态时的立面结构示意图；
图10a为本发明用于集成平台的轨架一体式支撑顶升系统实施例4的构造原理结构示意图；
图10b为图10a的分解结构示意图。
图中，1-混凝土墙体，2-附墙支座，2.1-下部抗侧导向轮，2.2-上部抗侧导向轮，2.3-外侧抗侧导向轮，2.4-底板，2.5-外侧耳板，2.6-内侧耳板，2.7-导向轮支架，2.8-C型卡槽板，2.9-支承钩爪，2.10-限位卡板，2.11-高强螺栓，2.12-挂靴，2.13-挂钩耳板，3-附墙连接件，3.1-可取出预埋螺杆，3.2-定位卡板，4-钢筋，5-施工集成平台，6-支撑立柱，6.1-支撑立柱的承力棒，6.2-T型槽导轨，6.3-梯挡卡槽顶块，7-油缸支架，7.1-挂爪，8-液压油缸，9-换向装置，9.1-顶舌箱，9.2-滑动套，9.3-锁紧螺栓，9.4-弹簧，9.5-调向手柄，9.6-上限位块，9.7-导向滑杆，9.8-下限位块，9.9-顶舌定位销轴，9.10-顶舌。
本发明目的的实现、功能特点及优点将结合实施例，参照附图做进一步说明。
具体实施方式
应当理解，此处所描述的具体实施例仅仅用以解释本发明，并不用于限定本发明。
本发明提出一种用于集成平台的轨架一体式支撑顶升系统。
实施例1
参照图1至图7b，本实施例中，一种用于集成平台的轨架一体式支撑顶升系统，包括附墙连接件3、附墙支座2、油缸支架7、液压油缸8、支撑立柱6以及施工集成平台5，其中，
附墙支座2通过对应的附墙连接件3可拆卸安装于混凝土墙体1表面，附墙支座2上安装有可自由翻转的支承钩爪2.9，支撑立柱6和油缸支架7支撑于其各自对应附墙支座2的支承钩爪2.9上(本实施例中，支撑立柱6和油缸支架7均对应挂于两个附墙支座2上)，支撑立柱6位于油缸支架7上方，油缸支架7上安装有液压油缸8，液压油缸8的活塞杆与支撑立柱6连接以驱动其顶升(本实施例中，液压油缸8的活塞杆与支撑立柱6底部固定连接)。
本实施例中，参照图1，支撑立柱6及油缸支架7均设置有承力棒，支撑立柱6及油缸支架7均通过承力棒挂于支承钩爪2.9上。
支撑立柱6及油缸支架7的多个承力棒阶梯形布置，可以随不同楼层层高需要进行的顶升距离模式的调整；阶梯形布置的承力棒，在顶升过程中遇突发紧急状况时，可以确保集成平台立柱及时落位到附墙支座2的钩爪上，保证顶升操作的安全。
附墙连接件3预埋于混凝土墙体1上，附墙支座2的底板2.4与附墙连接件3通过紧固件固定以将附墙支座2固定于混凝土墙体1一侧。
附墙连接件3采用可取出预埋螺杆3.1和以及将可取出预埋螺杆3.1固定于墙体上的定位卡板3.2或者对拉螺杆和背板的组合。定位板或背板上开设有螺栓孔，以便预埋螺杆或对拉螺杆穿过。可取出式预埋螺杆或对拉螺杆可拆卸地安装在混凝土墙体1上。在核心筒墙体混凝土浇筑前，把附墙连接件3安装到墙体钢筋4上，并用钢筋4进行必要的定位加固，尽量确保浇筑振捣混凝土时，附墙连接件3不出现偏位现象。核心筒墙体的模板拆除后，复测附墙连接件3的安装精度，根据偏差情况制定预调方案，然后用高强螺栓2.11将附墙支座2定位安装到的附墙连接件3上。
一支撑立柱6至少配置两个附墙支座2(多个附墙支座2互为备份，以防止一个附墙支座2出现故障导致支撑立柱6下坠事件，有效保障了集成平台安全)，在支撑立柱6顶升预设高度后，拆卸下方的附墙支座2后，将其安装于当前支撑支撑立柱6的附墙支座2上方。每一根支撑立柱6对应的附墙支座2竖向均呈线性排列，实现了支撑立柱6能够从每个附墙支座2两支承钩爪2.9的中间顺利穿过。
进一步地，参照图3，支撑立柱6和油缸支架7靠近混凝土墙面一侧均设置有T形槽导轨，T形槽导轨包括与支撑立柱6和油缸支架7靠近混凝土墙面的侧面垂直设置的支撑板以及与支撑板垂直设置的限位板，限位板和支撑板组成T形结构，附墙支座2上安装有与T形槽导轨适配的抗侧导向机构。
具体地，参照图2，抗侧导向机构包括内侧抗侧导向轮和外侧抗侧导向轮2.3，外侧抗侧导向轮2.3位于限位板内侧，内侧抗侧导向轮位于限位板外侧。
本实施例以一附墙支座2设置有两支承钩爪2.9为例说明，附墙支座2包括底板2.4和两支撑耳板，两支撑耳板均固定于底板2.4同一侧，两支承钩爪2.9分别支承于两支撑耳板上且与其转动连接。附墙支座2的内侧抗侧导向轮和外侧抗侧导向轮2.3配合将T型槽导轨6.2夹持以引导支撑立柱6 平稳上行。通过外侧抗侧导向轮2.3和内侧抗侧导向轮始终夹持住支撑立柱6上的T型槽导轨6.2，实现了平台工作和顶升状态支撑立柱6位置的相对稳固。
参照图2，支撑耳板包括固定于底板2.4同一侧的外侧耳板2.5和内侧耳板2.6，支承钩爪2.9的末端位于外侧耳板2.5和内侧耳板2.6之间，销轴穿过内侧耳板2.6、支承钩爪2.9和外侧耳板2.5将三者连接，外侧耳板2.5和内侧耳板2.6上销轴孔与销轴采用间隙配合以保证支承钩爪2.9可自由翻转。
参照图2，附墙支座2还包括固定于底板2.4上的两导向轮支架2.7，两导向轮支架2.7位于两内侧耳板2.6之间，每一导向轮支架2.7上均安装有一外侧抗侧导向轮2.3。底板2.4上开设有螺栓孔，用于连接可取出预埋螺杆3.1的内螺纹孔或安装对拉螺杆。
参照图2，内侧抗侧导向轮包括上部抗侧导向轮2.2和下部抗侧导向轮2.1，上部抗侧导向轮2.2和下部抗侧导向轮2.1的销轴轴线平行设置，支承钩爪2.9与支撑耳板的连接点位于上部抗侧导向轮2.2和下部抗侧导向轮2.1之间，上部抗侧导向轮2.2的销轴穿过两导向轮支架2.7且支承于两内侧耳板2.6的安装孔上。导向轮支架2.7上开设有连接螺栓孔以及U型卡槽(供上部抗侧导向轮2.2的连接销轴穿过)，U型卡槽的尺寸稍大于上部抗侧导向轮2.2的连接销轴，以保证导向轮支架2.7有一定的转动空间，以消化现场安装偏差，实现了顶升过程中，支撑立柱6以流畅通过。
两个内侧耳板2.6之间还连接有C型卡槽板2.8以避免T型槽导轨6.2与支承钩爪2.9的销轴剐蹭。C型卡槽板2.8还用于增加附墙支座2结构架的整体稳固性。支承钩爪2.9的钩起部分为倾角向外的斜面，以引导集成平台支撑立柱6的承力棒6.1顺利落位。支承钩爪2.9上方的底板2.4上还固定有限位卡板2.10，以对支承钩爪2.9向上转动最大角度进行限位，防止其钩起部分损坏墙体。
进一步地，油缸支架7和支撑立柱6的承力棒外侧，设置有支承钩爪限位顶块，当液压油缸加载油缸支架7受力时，支承钩爪限位顶块可与支承钩爪2.9外侧抵紧，使油缸支架7一部分水平力直接传递给支承钩爪2.9，减小支撑立柱6上T形槽的受力强度，从而保护附墙支座2上的抗侧导向机构。
施工集成平台5顶升时，支撑立柱6的承力棒6.1与支承钩爪2.9脱开，随着顶升工作的进行，支撑立柱6上分布的承力棒6.1会间歇地顶到下一组 支承钩爪2.9底部，并推动支承钩爪2.9向墙一侧翻转，待承力棒通过后，支承钩爪2.9在自重的作用下，又重新复位至与混凝土墙体1垂直状态，如此循环往复，直至完成预定行程的顶升工作。支撑立柱6的竖向荷载传递给液压顶升油缸，液压油缸8传递给油缸支架7，再传给油缸支架7对应的下部附墙支座2，最后传递给混凝土墙体1。施工集成平台5顶升过程中，集成平台支撑立柱6的侧向水平荷载通过附墙支座2上的抗侧导向机构传递给附墙支座2，再传递给混凝土墙体1。施工集成平台5顶升一个结构层后，支撑立柱6重新挂设在上一个结构层位置的附墙支座2上，油缸支架7提升后，其尾部将与下部结构层上的附墙支座2脱开，拆除已不受力的附墙支座2周转至上部结构楼层使用。
附墙连接件3包括可取出预埋螺杆3.1以及用于固定可取出预埋螺杆3.1的定位卡板3.2。
本用于集成平台的轨架一体式支撑顶升系统其工作原理步骤如下。
1、施工集成平台5顶升准备阶段，首先，安装上部N+1层的附墙支座2(参照图4)，附墙支座2的支承钩爪2.9处于向墙体一侧翻起状态，N+1层支承钩爪2.9的外侧与支撑立柱6的承力棒6.1的内侧，处于放松自然贴合状态；
2、顶升前，检查确保油缸支架7与附墙支座2贴合良好，受力均匀可靠，液压油缸8的活塞杆缓缓顶出，推动支撑立柱6向上移动，附墙支座2的抗侧导向机构确保支撑立柱6向上移动过程中不偏移，支撑立柱6在上升过程中，当承力棒行进到钩爪处时，会推动支承钩爪2.9绕其销轴向内翻转(向靠近混凝土墙体1一侧翻转)，支承钩爪2.9被自动顶开后，承力棒会顺利通过，待承力棒完全通过后，支承钩爪2.9在自重作用下，会自动翻转回与混凝土墙体1垂直状态；
3、完成预定的顶升高度后，支撑立柱6在油缸的带动下自动回落，支撑立柱6上的承力棒重新挂回附墙支座2的钩爪上，承力棒与钩爪贴合紧密，集成平台上部荷载传递给附墙支座2，附墙支座2传递给附墙连接件3，最后传递给混凝土墙体1；
4、支撑立柱6落位后，回收液压油缸8的活塞杆，活塞杆带动油缸支架7从N-1层上提至N层，提升过程中，油缸支架7上T型槽导轨在N-1层附墙 支座2导向轮的引导下，顺利进入N层的附墙支座2区间，油缸支架7提升到位后挂于N层的附墙支座2上，油缸泄压，施工集成平台5完成一个顶升过程。
本发明提出的用于集成平台的轨架一体式支撑顶升系统，在施工集成平台5顶升时，可实现支承钩爪2.9相对支撑立柱6的承力棒的自动翻转复位，同时，由于抗侧导向机构可始终夹持住支撑立柱6上的T型槽导轨6.2，无论是工作还是顶升状态均实现了抗侧导向功能。通过本一体式支撑顶升系统，提高了施工集成平台5的抗扭转能力，使平台具有多重安全冗余，可靠实用。另外，本一体式支撑顶升系统集合了爬模施工平台和顶模施工集成平台两种的优点，具有较大承载能力，同时其外型尺寸小，安拆更灵活，操作简单方便，降低了工人劳动强度，具有良好的经济效益和广泛的应用性。
实施例2
参照图8a和图8b，本实施例与实施例1不同处在于，本实施例中附墙支座2的支承钩爪2.9外侧左右两边分别增设了一组挂靴2.12用于支撑油缸支架7。
本实施例中，油缸支架7通过挂爪(设有弹性复位机构，可实现挂爪自动翻转复位)钩挂在附墙支座2的挂靴2.12上，油缸支架7与支撑立柱6同时支撑到同一组附墙支座2上，采用此种共用附墙支座2的方式，在不改变支撑系统安全性的情况下，可以把油缸支架7的位置上移一个结构层(相对于实施例1)，跟支撑立柱6嵌套在一起，减少附墙支座2的设置数量，同时也减少了附墙支座2的周转难度。
实施例3
参照图9a至图9g，实施例3与实施例1、2的支承钩爪2.9及抗侧导向机构运行原理是一致的，不同处在于实施例3在实施例2的基础上又进行了以下调整：
1、实施例3中每套附墙支座2中的支承钩爪2.9数量为1个，支撑立柱6与附墙支座2的承力方式由立柱两侧双钩爪变为了立柱腹腔的单钩爪；
2、实施例3中支承钩爪2.9外侧左右两边分别增设了一组挂钩耳板2.13，作用与挂靴2.12类似，结构有些许变化，其作用都是用于钩挂油缸支架7，通过挂爪7.1固定在挂钩耳板2.13上，采用此种共用附墙支座2的方式，在 不改变支撑系统安全性的情况下，可以把油缸支架7的位置上移一个结构层，跟支撑立柱6嵌套在一起，减少附墙支座2的设置数量；
3、实施例3中把抗侧导向机构设置在了支承钩爪2.9的下部，避免运行过程中与油缸支架7的装配冲突；
4、实施例3中采用了短行程液压油缸8，在液压油缸8上、下各配置了一套换向装置9，可以通过调整换向装置9的方向，实现支撑立柱6顶升和油缸支架7提升作业。
5、油缸支架7上的四套挂爪7.1均设有弹性复位装置，可实现挂爪越过挂钩耳板2.13后的自动翻转复位。
具体地，参照图9d至图9g，换向装置9采用以下结构：包括顶舌9.10、顶舌箱9.1、限位机构、顶舌转向调节机构以及顶舌转向复位机构，顶舌9.10与顶舌箱9.1转动连接，顶舌9.10的端部凸伸于顶舌箱9.1外，限位机构安装于顶舌箱9.1中以对顶舌9.10顺、逆时针转动最大角度进行限定，限位机构包括位于顶舌9.10背离支撑立柱6一侧的上限位块9.6和下限位块9.8，顶舌转向调节机构与顶舌9.10连接以驱动其转动，顶舌转向调节机构连接有顶舌转向复位机构以实现其转动后进行自动复位；
参照图9f和图9g，支撑立柱6其高度方向上设置有多个梯挡卡槽顶块6.3，两个梯挡卡槽顶块6.3形成开槽以容纳顶舌9.10，换向装置9的顶舌9.10顶住梯挡卡槽顶块6.3下方以带动支撑立柱6提升，液压油缸8下方的换向装置9固定于油缸支架7上方，液压油缸8上方的换向装置9与支撑立柱6固定，油缸支架7挂设于附墙支座2上。
顶舌转向调节机构包括与顶舌9.10固定连接的调向手柄9.5。顶舌转向调节机构的两侧均设置有一顶舌转向复位机构，调向手柄9.5为T形结构，调向手柄9.5的两侧均固定有一顶舌转向复位机构。顶舌转向复位机构包括固定于顶舌箱9.1上的导向滑杆9.7、套于导向滑杆上的滑动套9.2以及连接滑动套9.2和顶舌转向调节机构的弹性件，滑动套9.2与导向滑杆9.7可拆卸连接。弹性件为弹簧9.4，导向滑杆9.7的上下两端均设有固定槽，滑动套9.2上安装有用于固定滑动套9.2的锁紧螺栓9.3，通过调节锁紧螺栓9.3的拧入深度以控制滑动套9.2的松紧程度。顶舌箱9.1包括上下相对设置的上卡槽板和下卡槽板、连接上卡槽板和下卡槽板两侧的左限位板和右限位板以 及固定于下卡槽板下方的油缸连接耳板，上卡槽板和下卡槽板上均设有用于卡合于支撑立柱6导轨外侧的卡槽。顶舌9.10通过顶舌定位销轴9.9安装在顶舌箱9.1内，顶舌9.10可绕顶舌定位销轴9.9转动，上限位块9.6和下限位块9.8穿设于顶舌箱9.1上，上限位块9.6位于顶舌定位销轴9.9右上方(图9d所示的右)，下限位块9.8位于顶舌定位销轴9.9右下方。顶舌定位销轴9.9、上限位块9.6和下限位块9.8均穿设于左限位板和右限位板上，上限位块9.6和下限位块9.8均位于顶舌定位销轴9.9的靠近顶舌转向调节机构的一侧。
本施工平台顶升系统的换向装置9其工作原理如下。
施工平台准备顶升作业前，逆时针转动调向手柄9.5，使其尾部指向右上方，调节锁紧螺栓9.3，使滑动套9.2固定在导向滑杆9.7上端的固定槽处，此时弹簧9.4处于绷紧状态，弹簧9.4拉紧调向手柄9.5，进而使得顶舌9.10下端内侧可顶紧在下限位块9.8上，顶舌9.10上端露出顶舌箱9.1，露出部分上表面顶在支撑立柱6的梯挡卡槽顶块6.3的下表面。调整完成后，其结构如图9f。
在换向装置9用于支撑立柱6顶升时，其工作原理如下。
1、换向装置9通过连接耳板与液压油缸8等动力系统连接，油缸加压活塞杆伸出，推动换向装置9向上移动，换向装置9的顶舌9.10抵住支撑立柱6上的梯挡卡槽顶块6.3，从而推动支撑立柱6向上移动；
2、支撑立柱6在液压油缸8的推动下向上移动，至达到预定行程(两个梯挡卡槽顶块6.3之间的距离)，支撑立柱6首先与下方的换向装置9固定，然后，液压油缸8活塞杆缩回回收，带动上方的换向装置9向下移动；
3、随上方的换向装置9下移，顶舌9.10前端露出部分碰到支撑立柱6上的梯挡卡槽顶块6.3，随油缸活塞杆继续回收，顶舌9.10会绕顶舌定位销轴9.9顺时针转动，从而让顶舌9.10顺利通过梯挡卡槽顶块6.3的阻挡；
4、顶舌9.10通过梯挡卡槽顶块6.3后，在弹簧9.4的拉力作用下，调向手柄9.5拉动顶舌9.10绕顶舌定位销轴9.9逆时针转动，使得顶舌9.10重新回到支撑立柱6的下一档位梯挡卡槽顶块6.3内；
5、油缸再次加压推动活塞杆伸出，推动上方的换向装置9向上移动，顶舌9.10抵住支撑立柱6上的挡位梯挡卡槽顶块6.3内，从而推动支撑立柱6 再次向上移动，进入下一个顶升作业；
6、按以上步骤循环往复作业，直至支撑立柱6顶升至预定高度位置。
施工平台顶升作业完成后，下一步的工作是提升液压油缸8和油缸支架7，以备施工平台后续顶升需要。液压油缸动力系统与附墙支座2固定完成后，松开锁紧螺栓9.3，顺时针转动调向手柄9.5，使其尾部指向右下方，此时滑动套9.2在弹簧9.4的拖动下，沿导向滑杆9.7向下滑动，通过锁紧螺栓9.3把滑动套9.2固定在导向滑杆9.7下端的固定槽处，此时弹簧9.4处于绷紧状态，弹簧9.4拉紧调向手柄9.5，进而使得顶舌9.10上端内侧顶紧在上限位块9.6上，顶舌9.10下端露出顶舌箱9.1，露出部分下表面可卡在支撑立柱6的梯挡卡槽顶块6.3上。调整完成后，其结构如图9g。
在换向装置9用于提升液压油缸8时，其工作原理如下。
1、上方和下方的换向装置9通过油缸连接耳板连接于液压油缸8的上下端，油缸的加压活塞杆伸出，推动液压油缸8上方的换向装置9向上移动，随换向装置9上移，顶舌9.10露出部分碰到支撑立柱6上挡位内的梯挡卡槽顶块6.3，随油缸活塞杆继续顶出，顶舌9.10会绕顶舌定位销轴9.9逆时针转动，从而让顶舌9.10顺利通过梯挡卡槽顶块6.3的阻挡，进行上方的换向装置9爬升动作；
2、顶舌9.10通过挡位内梯挡卡槽顶块6.3后，在弹簧9.4的拉力作用下，调向手柄9.5拉动顶舌9.10绕顶舌定位销轴9.9顺时针转动，使得顶舌9.10重新回到支撑立柱6上一档位的梯挡卡槽顶块6.3内，完成上方的换向装置9的爬升作业；
3、油缸活塞杆完成一个挡位的顶出行程后，开始缩回动作，上方的换向装置9其顶舌9.10将与档位内梯挡卡槽顶块6.3贴紧受力；随活塞杆继续回收，将带动液压油缸8的动力装置脱开与支撑立柱6的连接，向上移动完成一个挡位的提升；
4、液压油缸8动力装置提升到完成预定行程，通过下方的换向装置9重新与支撑立柱6档位内的梯挡卡槽顶块6.3固定，完成液压油缸8一个挡位行程的提升作业；
5、液压油缸8将再次加压推动活塞杆伸出，推动位于上方的换向装置9向上移动，顶舌9.10的露出部分碰到支撑立柱6挡位内的梯挡卡槽顶块6.3， 随油缸活塞杆继续顶出，顶舌9.10会绕顶舌定位销轴9.9逆时针转动，从而让顶舌9.10顺利通过支撑立柱6挡位内梯挡卡槽顶块6.3的阻挡，在弹簧9.4的拉力作用下，调向手柄9.5拉动顶舌9.10绕顶舌定位销轴9.9顺时针转动，使得顶舌9.10重新回到支撑立柱6上一档位的梯挡卡槽顶块6.3内，再一次完成上方的换向装置9爬升动作；
6、按以上步骤循环往复作业，直至液压油缸8提升至预定高度位置。
通过采用换向装置9，配合短行程液压油缸8使用，通过多次循环往复顶推，实现顶模集成平台分步顶升就位。同一顶模集成平台采用此项技术，比采用原来的大行程液压油缸8系统，造价可以降低40％以上，而且缩小了液压油缸8的体型，提高了周转效率和通用性。另外，本换向装置9具有换向巧妙、工作稳定、结构简单以及容易实现的优点。
实施例4
参照图10a和图10b，实施例4与实施例3的运行原理是一致的，不同处在于，实施例4综合了实施例2、3的特点进行了调整：
1、实施例4中每套附墙支座2中的支承钩爪2.9数量为1个，支撑立柱6与附墙支座2的承力方式由立柱两侧双钩爪变为了立柱腹腔的单钩爪；
2、实施例4中支承钩爪2.9外侧左、右两边分别增设了一组挂靴2.12，用于钩挂油缸支架7；
3、实施例4中油缸支架7的形式为三角支架，通过挂爪7.1固定在挂靴2.12上，采用此种共用附墙支座2的方式，在不改变支撑系统安全性的情况下，可以把油缸支架7的位置上移一个结构层，跟支撑立柱6嵌套在一起，减少附墙支座2的设置数量；
4、实施例4中把抗侧导向机构设置在了支承钩爪2.9的下部，避免运行过程中与油缸支架7的装配冲突；
5、实施例4中采用了短行程液压油缸8，液压油缸8上下各配置了一套换向装置9，可以通过调整换向装置9的方向，实现支撑立柱6顶升和油缸支架7提升作业。
6、油缸支架7上的四套挂爪7.1均设有弹性复位装置，可实现挂爪7.1越过挂靴2.12后的自动翻转复位。
本发明进一步提出一种用于集成平台的轨架一体式支撑顶升系统的顶升 方法。
本优选实施例中，一种基于上述实施例中用于集成平台的轨架一体式支撑顶升系统的顶升方法，包括以下步骤：
步骤S10，安装N+1层的附墙支座2后，控制液压油缸8的活塞杆顶出，使支撑立柱6向上移动，支撑立柱6在上升过程中，支撑立柱6的承力棒推动附墙支座2的支承钩爪2.9向靠近混凝土墙体1一侧翻转腾出空间供支撑立柱6上移；
步骤S20，完成预设的顶升高度后，支撑立柱6在液压油缸8的带动下自动回落，支撑立柱6上的承力棒挂到N+1层附墙支座2的支承钩爪2.9上，集成平台上部荷载传递给附墙支座2，附墙支座2传递给附墙连接件3，最后传递给混凝土墙体1；
步骤S30，支撑立柱6落位后，回收液压油缸8的活塞杆，活塞杆带动油缸支架7提升一层(以一体式支撑顶升系统实施例1对应方法是从N-1层到N层)，油缸支架7自动回落使其挂于N层附墙支座2上(油缸支架7和附墙支座2的配合方式有4种，具体参照上述用于集成平台的轨架一体式支撑顶升系统的4个实施例)，油缸泄压，施工集成平台5完成一个顶升过程。
本发明提出的顶升方法，实现了轨架一体式支撑顶升系统在顶升过程的平稳进行，同时顶升方法稳定可靠且操作简单。
以上仅为本发明的优选实施例，并非因此限制本发明的专利范围，凡是利用本发明说明书及附图内容所作的等效结构变换，或直接或间接运用在其他相关的技术领域，均同理包括在本发明的专利保护范围内。

Claims (10)

  1. 一种用于集成平台的轨架一体式支撑顶升系统，其特征在于，包括附墙连接件、附墙支座、油缸支架、液压油缸、支撑立柱以及施工集成平台，其中，
    所述附墙支座通过对应的附墙连接件可拆卸安装于混凝土墙体表面，附墙支座上安装有可自由翻转的支承钩爪，支撑立柱和油缸支架支撑于其各自对应附墙支座的支承钩爪上，支撑立柱位于油缸支架上方，油缸支架上安装有液压油缸，液压油缸的活塞杆与支撑立柱连接以驱动其顶升。
  2. 如权利要求1所述的用于集成平台的轨架一体式支撑顶升系统，其特征在于，所述支撑立柱和油缸支架靠近混凝土墙面一侧均设置有T形槽导轨，T形槽导轨包括与支撑立柱和油缸支架靠近混凝土墙面的侧面垂直设置的支撑板以及与支撑板垂直设置的限位板，限位板和支撑板组成T形结构，附墙支座上安装有与T形槽导轨适配的抗侧导向机构。
  3. 如权利要求2所述的用于集成平台的轨架一体式支撑顶升系统，其特征在于，所述抗侧导向机构包括内侧抗侧导向轮和外侧抗侧导向轮，外侧抗侧导向轮位于限位板内侧，内侧抗侧导向轮位于限位板外侧。
  4. 如权利要求2或3所述的用于集成平台的轨架一体式支撑顶升系统，其特征在于，所述附墙支座包括底板和两支撑耳板，两所述支撑耳板均固定于底板同一侧，两支承钩爪分别支承于两支撑耳板上且与其转动连接；所述支撑耳板包括固定于底板同一侧的外侧耳板和内侧耳板，支承钩爪的末端位于外侧耳板和内侧耳板之间，销轴穿过内侧耳板、支承钩爪和外侧耳板将三者连接，外侧耳板和内侧耳板上销轴孔与销轴采用间隙配合以保证支承钩爪可自由翻转。
  5. 如权利要求4所述的用于集成平台的轨架一体式支撑顶升系统，其特征在于，所述附墙支座还包括固定于底板上的两导向轮支架，两导向轮支架位于两内侧耳板之间，每一导向轮支架上均安装有一外侧抗侧导向轮。
  6. 如权利要求5所述的用于集成平台的轨架一体式支撑顶升系统，其特征在于，所述内侧抗侧导向轮包括上部抗侧导向轮和下部抗侧导向轮，上部抗侧导向轮和下部抗侧导向轮的销轴轴线平行设置，支承钩爪与支撑耳板的连接点位于上部抗侧导向轮和下部抗侧导向轮之间，上部抗侧导向轮的销轴 穿过两导向轮支架且支承于两内侧耳板的安装孔上。
  7. 如权利要求4所述的用于集成平台的轨架一体式支撑顶升系统，其特征在于，两所述内侧耳板之间还连接有C型卡槽板以避免T型槽导轨与支承钩爪的销轴剐蹭，导轨立柱和油缸支架上均间隔设置有多个承力棒以支承于支承钩爪上；所述支承钩爪的钩起部分为倾角向外的斜面，以引导支撑立柱承力棒顺利落位。
  8. 如权利要求1所述的用于集成平台的轨架一体式支撑顶升系统，其特征在于，所述液压油缸的上下两端均连接有换向装置，换向装置包括顶舌、顶舌箱、限位机构、顶舌转向调节机构以及顶舌转向复位机构，顶舌与顶舌箱转动连接，顶舌的端部凸伸于顶舌箱外，限位机构安装于顶舌箱中以对顶舌顺、逆时针转动最大角度进行限定，限位机构包括位于顶舌背离支撑立柱一侧的上限位块和下限位块，顶舌转向调节机构与顶舌连接以驱动其转动，顶舌转向调节机构连接有顶舌转向复位机构以实现其转动后进行自动复位；
    支撑立柱其高度方向上设置有多个梯挡卡槽顶块，换向装置的顶舌顶住梯挡卡槽顶块以推动支撑立柱提升，液压油缸下方的换向装置固定于油缸支架上方，油缸支架挂设于附墙支座上。
  9. 如权利要求8所述的用于集成平台的轨架一体式支撑顶升系统，其特征在于，所述顶舌转向调节机构包括与顶舌固定连接的调向手柄；顶舌转向复位机构包括固定于顶舌箱上的导向滑杆、套于导向滑杆上的滑动套以及连接滑动套和顶舌转向调节机构的弹性件，导向滑杆的上下两端均设有用于容纳滑动套的固定槽，滑动套上安装有用于固定滑动套的锁紧螺栓，通过调节锁紧螺栓的拧入深度以控制滑动套的松紧程度。
  10. 一种基于权利要求1至9中任意一项所述的用于集成平台的轨架一体式支撑顶升系统的顶升方法，其特征在于，包括以下步骤：
    安装N+1层的附墙支座后，控制液压油缸的活塞杆顶出，使支撑立柱向上移动，支撑立柱在上升过程中，支撑立柱的承力棒推动附墙支座的支承钩爪向靠近混凝土墙体一侧翻转腾出空间供支撑立柱上移；
    完成预设的顶升高度后，支撑立柱在液压油缸的带动下自动回落，支撑立柱上的承力棒挂到N+1层附墙支座的支承钩爪上，集成平台上部荷载传递给附墙支座，附墙支座传递给附墙连接件，最后传递给混凝土墙体；
    支撑立柱落位后，回收液压油缸的活塞杆，活塞杆带动油缸支架提升一层，油缸支架自动回落挂于N层附墙支座上，油缸泄压，施工集成平台完成一个顶升过程。
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