CN118881168B - Building machine and building method for high-rise building construction - Google Patents
Building machine and building method for high-rise building construction Download PDFInfo
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- CN118881168B CN118881168B CN202411377823.6A CN202411377823A CN118881168B CN 118881168 B CN118881168 B CN 118881168B CN 202411377823 A CN202411377823 A CN 202411377823A CN 118881168 B CN118881168 B CN 118881168B
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- linear driver
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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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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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
- 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
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
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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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
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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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/002—Workplatforms, railings; Arrangements for pouring concrete, attached to the form
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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
- E04G19/00—Auxiliary treatment of forms, e.g. dismantling; Cleaning devices
- E04G19/003—Arrangements for stabilising the forms or for moving the forms from one place to another
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
本发明公开了一种高层建筑施工用造楼机及造楼方法，具体涉及建筑施工设备领域，该高层建筑施工用造楼机包括钢平台总成，钢平台总成的底部设置有吊挂架，吊挂架用于为施工人员提供工作平台；钢平台总成的底部设置有调控组件，调控组件包括多个吊绳，钢平台总成的下方设置有墙体吊模板组件。本发明通过设置调控组件，墙板模具施工完成后脱模时，直线驱动器一与直线驱动器二调节转动驱动器一的水平位置，再通过转动驱动器一对吊绳进行收卷，通过吊绳顶端位置的改变不断调控墙板模具的倾斜角度，实现提升转运倾斜墙板模具的效果，并且在提升墙板模具的过程中不会对墙体碰撞造成损伤。
The present invention discloses a building machine and a building method for high-rise building construction, and specifically relates to the field of building construction equipment. The building machine for high-rise building construction includes a steel platform assembly, a hanging rack is provided at the bottom of the steel platform assembly, and the hanging rack is used to provide a working platform for construction personnel; a regulating component is provided at the bottom of the steel platform assembly, and the regulating component includes a plurality of hanging ropes, and a wall hanging template component is provided below the steel platform assembly. The present invention sets a regulating component, and when the wall panel mold is demoulded after the construction is completed, the linear drive 1 and the linear drive 2 adjust the horizontal position of the rotary drive 1, and then the pair of hanging ropes of the rotary drive are wound up, and the inclination angle of the wall panel mold is continuously regulated by changing the position of the top end of the hanging rope, so as to achieve the effect of lifting and transporting the inclined wall panel mold, and in the process of lifting the wall panel mold, no damage is caused to the wall body by collision.
Description
Technical Field
The invention relates to the technical field of building construction equipment, in particular to a building machine and a building method for high-rise building construction.
Background
The high-rise building can maximally utilize limited urban land resources, and is not only an important feature of modern urban development, but also an important component in the process of urbanization. When the high-rise building is constructed, in order to improve the construction efficiency, ensure the safety, control the cost and ensure the engineering quality, a building machine is generally required to be used, and the building machine is a highly integrated building construction system with higher automation degree, and comprises a supporting power system, a steel platform assembly, a hanging frame system and the like, wherein a hanging template is integrally arranged at the bottom of the steel platform assembly.
The supporting power system consists of a plurality of small-stroke oil cylinders, the oil cylinders are arranged on the outer wall of a building, the driving ends of the oil cylinders are upwards arranged, the steel platform assembly is arranged on the driving ends of the oil cylinders, the hanging frame system is arranged below the steel platform assembly, and the hanging frame system is used for providing a working platform for constructors to perform a series of outer wall construction operations. When constructing, firstly pour vertical support beam column as the bearing core on the floor board, then to wall body hanging die board compound die location on the floor board, pour into the concrete in the wall body hanging die board, the concrete in the wall body hanging die board solidifies the back and forms the wall body, lay the floor layer mould at the top of support beam column, pour into the concrete into the floor layer mould and carry out the construction of last floor layer, in order to guarantee the firm and the reliability of concrete structure, prevent that the concrete wall from taking place deformation, fracture or intensity not up to standard, thereby influence overall structure's stability and bearing capacity, after the upper floor layer in the floor layer mould is fully dry, demolish the wall body hanging die board on the concrete wall body again. In order to reduce the procedures of bulk disassembly and assembly of the wall hanging templates, reduce the labor intensity of workers, ensure the construction quality, reserve pre-buried holes when the upper floor layer is constructed, and the steel platform assembly integrally lifts the wall hanging templates through vertical upward movement to finish the demoulding and transfer of the wall hanging templates. In order to ensure the overall strength and stability of the slab layer coagulation structure, the embedded holes on the slab layer are not suitable to be oversized, and the wall body hanging formwork can penetrate through the slab layer through the embedded holes.
At present, when the high-rise building is designed, the design about aesthetics is considered, and the anti-seismic performance of the building is enhanced, some inclined wall bodies can be constructed in the building, the force transmission direction of the inclined wall bodies can be changed, the inclined wall bodies need to be obliquely arranged on a floor layer when being constructed, but when demoulding is completed after construction, the vertical lifting of the wall body hanging template can cause collision between the template and the wall body, so that the surface of the concrete wall body is damaged.
Disclosure of Invention
The invention provides a building machine and a building method for high-rise building construction, which aim to solve the problem that when an inclined wall in a building is demolded, a vertical lifting wall hanging formwork can cause collision between the formwork and the wall, so that the surface of a concrete wall is damaged.
In order to achieve the aim, the invention provides the technical scheme that the building machine for high-rise building construction comprises a steel platform assembly, wherein a hanging frame is arranged at the bottom of the steel platform assembly and is used for providing a working platform for constructors;
The bottom of the steel platform assembly is provided with a regulating and controlling component, the regulating and controlling component comprises a plurality of lifting ropes, a wall body hanging formwork component is arranged below the steel platform assembly, the wall body hanging formwork component comprises two wallboard molds, the two wallboard molds are matched, a plurality of supporting seats are fixedly arranged on the wallboard molds, and the bottom ends of the lifting ropes are clamped with the supporting seats;
The adjusting and controlling assembly further comprises a plurality of first rotary drivers, a winding wheel is fixedly arranged on an output shaft of the first rotary drivers, the top ends of the lifting ropes are wound and fixedly arranged on the corresponding first rotary drivers, and the first rotary drivers move at the bottom of the steel platform assembly to adjust the inclination angle of the wallboard mould through the bottom ends of the lifting ropes.
In a preferred embodiment, the regulating and controlling assembly comprises a first linear driver and a second linear driver, wherein the first linear driver and the second linear driver are both arranged at the bottom of the steel platform assembly, the first linear driver and the second linear driver are both provided with moving seats in a sliding manner, and the first rotary driver is fixedly arranged on the corresponding moving seats.
In a preferred embodiment, two wallboard moulds are fixedly provided with fixing seats, the fixing seats are rotatably provided with positioning rods, bolts are connected to the positioning rods in a threaded manner, and the positioning rods are clamped with the corresponding fixing seats.
In a preferred embodiment, the first rotary driver is provided with a positioning component, the positioning component comprises a connecting seat, the connecting seat is fixedly arranged on the first rotary driver, a limiting seat is fixedly arranged on the connecting seat, a ball body is hinged in the limiting seat, a hollow sleeve is fixedly arranged on the ball body, and the lifting rope is positioned in the hollow sleeve.
In a preferred embodiment, the bottom of the connecting seat is fixedly provided with a third linear driver, an output shaft of the third linear driver is fixedly provided with a positioning seat, the limiting seat is provided with a through hole, and the third linear driver is used for driving the positioning seat to move towards the ball body.
In a preferred embodiment, the hollow sleeve is fixedly provided with a linear driver IV, an extension tube is slidably arranged in the hollow sleeve, an output shaft of the linear driver IV is fixedly arranged with the extension tube, and the lifting rope is positioned in the extension tube.
In a preferred embodiment, the first linear driver comprises a guide seat fixedly arranged at the bottom of the steel platform assembly, the guide seat is fixedly provided with a second rotary driver, an output shaft of the second rotary driver is fixedly provided with a threaded rod, and the movable seat is in threaded connection with the threaded rod.
In a preferred embodiment, the bottom end of the lifting rope is fixedly provided with a hook, the supporting seat is provided with a rectangular hole, and the hook is clamped in the rectangular hole.
In a preferred embodiment, the side of the positioning seat facing the sphere is provided with an arc surface, and a plurality of anti-slip protrusions are fixedly arranged on the arc surface, and the anti-slip protrusions are equidistantly arranged.
A construction method of a building machine for high-rise building construction comprises the following steps:
When constructing the inclined wall body, assembling two wallboard molds on the floor layer, positioning the inclined wallboard molds, and then pouring concrete into the wallboard molds to construct the wall body;
Paving a floor layer mould at the top end of the supporting beam column on the floor layer, pouring concrete into the floor layer mould to construct an upper floor layer, reserving pre-buried holes when the upper floor layer is constructed, and locating the pre-buried holes above the wallboard mould;
After the upper floor layer is solidified and dried, demolding the wallboard mold on the wall body, driving the rotary driver I to move through the rotation of the output shafts of the linear driver I and the linear driver II, driving the top end of the lifting rope to move through the movement of the rotary driver I, and adjusting the angle of the wallboard mold;
and fourthly, starting the first rotary driver, and rolling the lifting rope by the first rotary driver to enable the wallboard mold to move upwards in the pre-buried hole so as to enable the wallboard mold to pass through the upper floor layer.
The invention has the beneficial effects that:
1. according to the invention, the adjusting and controlling component is arranged, when the wallboard mold is demolded after construction is completed, the first linear driver and the second linear driver are used for adjusting the horizontal position of the first rotary driver, the first rotary driver is used for winding the lifting rope, the inclination angle of the wallboard mold is continuously adjusted and controlled through the change of the top end position of the lifting rope, the effect of lifting and transferring the inclined wallboard mold is realized, and the wall collision cannot be damaged in the process of lifting the wallboard mold.
2. According to the invention, the positioning assembly is arranged, so that the top end of the lifting rope is positioned through the sphere in the process of lifting and transferring the wallboard mould upwards, the hollow sleeve and the extension pipe are used for carrying out hard support on the lifting rope, and the swing amplitude of the wallboard mould caused by transverse wind can be reduced in the process of transferring the wallboard mould, so that the wallboard mould is prevented from being damaged.
Drawings
Fig. 1 is a schematic perspective view of a building machine according to the present invention.
FIG. 2 is a schematic diagram of a front view of a steel platform assembly according to the present invention.
Fig. 3 is a schematic perspective view of a wallboard mold according to the present invention.
Fig. 4 is a schematic side view of a wallboard mold according to the present invention.
Fig. 5 is a schematic drawing of the vertical wall mold stripping structure of the present invention.
Fig. 6 is a schematic structural diagram of the wall mold of the present invention in an inclined construction.
Fig. 7 is a schematic diagram of a four-front view structure of the linear actuator of the present invention.
Fig. 8 is a schematic cross-sectional view of the connecting seat of the present invention.
Fig. 9 is a schematic cross-sectional view of a limiting seat according to the present invention.
Fig. 10 is a schematic flow chart of the construction method of the present invention.
The steel platform assembly comprises a steel platform assembly, a guardrail, a hanging frame, a regulating and controlling assembly, a linear driver I, a linear driver II, a rotary driver I, a lifting rope 34, a wall body hanging template assembly, a wall plate mold, a fixing seat, a locating rod, a supporting seat, a locating assembly, a connecting seat, a 511 limiting seat, a 52, a ball body, a 53, a hollow sleeve, a 54, a linear driver III, a 55, a locating seat, a 56, a linear driver IV, a floor layer, a1, a pre-buried hole, a b and a wall body.
Detailed Description
The present application will be described in further detail with reference to the accompanying drawings, wherein it is to be understood that the following detailed description is for the purpose of further illustrating the application only and is not to be construed as limiting the scope of the application, as various insubstantial modifications and adaptations of the application to those skilled in the art can be made in light of the foregoing disclosure.
Referring to fig. 1 to 6 of the drawings, a building machine for high-rise building construction comprises a steel platform assembly 1, a hanging frame 2 is arranged at the bottom of the steel platform assembly 1, the hanging frame 2 is used for providing a working platform for constructors, a regulating and controlling component 3 is arranged at the bottom of the steel platform assembly 1, the regulating and controlling component 3 comprises a plurality of hanging ropes 34, a wall hanging formwork component 4 is arranged below the steel platform assembly 1, the wall hanging formwork component 4 comprises two wall plate molds 41, the two wall plate molds 41 are matched, a plurality of supporting seats 44 are fixedly arranged on the wall plate molds 41, the bottom ends of the hanging ropes 34 are clamped with the supporting seats 44, a plurality of first rotary drivers 33 are fixedly arranged on output shafts of the first rotary drivers 33, the top ends of the hanging ropes 34 are wound and fixedly arranged on the corresponding first rotary drivers 33, and the first rotary drivers 33 move at the bottom of the steel platform assembly 1 through the bottom ends of the hanging ropes 34 to adjust the inclination angles of the wall plate molds 41.
It should be noted that, the first rotation driver 33 is set to the motor, the steel platform assembly 1 includes the steel platform of multilayer bailey frame, the steel platform of multilayer bailey frame is vertical to set up in proper order, the hanger 2 is all set up in the bottom that is located the steel platform of lower bailey frame with wall body hanging die board subassembly 4, be provided with on the building outer wall and support driving system, support driving system includes a plurality of small stroke hydro-cylinders, the output shaft of small stroke hydro-cylinder sets up, steel platform assembly 1 is fixed to be set up on the output shaft of small stroke hydro-cylinder, the start-up of small stroke hydro-cylinder output shaft is used for driving steel platform assembly 1 and moves up on building outer wall is vertical, the fixed guardrail 11 that is provided with on the steel platform assembly 1, guardrail 11 is used for carrying out safety protection's effect to the Fang Beilei steel platforms of uppermost, be provided with electric canopy and dustproof pipeline etc. on the steel platform of the bailey frame of uppermost layer, do not do too much here as mature prior art.
It should be further noted that, the construction flow is that, the top of the wall b is poured with a supporting beam column, the supporting beam column is used as a bearing core for supporting the upper wall b, the wall b is constructed on the surface of the floor layer a through the wallboard mold 41, then the floor layer mold is installed on the top of the supporting beam column, as shown in fig. 5, the upper floor layer a in the building is constructed, the pre-buried hole a1 is reserved when the upper floor layer a is constructed, after the floor layer a in the upper floor layer mold is completely dried, the wallboard mold 41 is disassembled, the wallboard mold 41 is lifted upwards through the steel platform assembly 1 to transfer the wallboard mold 41, the wallboard mold 41 is moved above the upper floor layer a through the pre-buried hole a1 reserved, and the upper floor layer wall b is reused when constructed.
Furthermore, at least four lifting ropes 34 are disposed on each wallboard mold 41, the wallboard molds 41 are lifted through the bottom ends of the lifting ropes 34, the four lifting ropes 34 are respectively located at the edges of the four corners of the wallboard molds 41, namely, two lifting ropes 34 are located above to lift the wallboard molds 41, two lifting ropes 34 are located below to lift the lifting ropes 34, the front side and the rear side of the wallboard molds 41 are close to the bottom and are not close to the bottom of the wallboard molds 41, the lifting ropes 34 can adjust the inclination angle of the wallboard molds 41 through the change of the lengths of the four lifting ropes 34 and the change of the positions of the top ends under the condition of the self weight of the wallboard molds 41 after the wallboard molds 41 are lifted, and the position of the first rotary actuator 33 in fig. 2 is only for showing the positional relationship between the first rotary actuator 33 and the lifting ropes 34, and does not represent the specific position of the top end of the first rotary actuator 33 during construction.
The implementation scene is that if the wall b is a common vertical wall, the four first rotation drivers 33 on each wallboard mold 41 are horizontally distributed on the same vertical plane, after the two wallboard molds 41 are disassembled, the hanging ropes 34 are wound through the rotation of the output shafts of the first rotation drivers 33, so that the wallboard molds 41 can penetrate through the pre-embedded holes a1 to realize the effect of integrally transferring the wallboard molds 41, when the wall b is constructed into an inclined wall, the size of the pre-embedded holes a1 is not too large, and if the wallboard molds 41 are lifted vertically, the wallboard molds 41 are clamped in the pre-embedded holes a1, and impact damage is caused to the inclined wall b in the process of moving up the wallboard molds 41. Therefore, before the inclined wall b is transferred and lifted, the two wall plate molds 41 mounted together are first demolded, that is, the wall plate molds 41 are removed at both sides of the inclined wall b, so that the wall plate molds 41 are not adhered to the inclined wall b, then as shown in fig. 6, the top ends of the lifting ropes 34 connected below the wall plate molds 41 are driven to move, the angles of the wall plate molds 41 are gradually changed, the first rotary driver 33 is started in the process of changing the inclination angles of the wall plate molds 41, the lifting ropes 34 are lifted through the rotation of the output shafts of the first rotary driver 33, the angles of the wall plate molds 41 are finely adjusted while the vertical lifting of the wall plate molds 41 is performed through the winding of the lifting ropes 34, and the positions between the top ends and the wall plate molds 41 are not required when the wall plate molds 41 are lifted by the lifting ropes 34. Compared with the prior art, under the condition that the size of the embedded hole a1 cannot be set larger, the inclined wallboard die 41 can be lifted to be smoothly transferred in batches through the embedded hole a1, collision between the wallboard die 41 and the wall b can be avoided in the lifting process of the wallboard die 41, and damage to the wall b is avoided.
Referring to fig. 2 to 6 of the drawings, in order to facilitate driving the rotary actuator 33 to move horizontally at the bottom of the steel platform assembly 1, specifically, the regulating and controlling assembly 3 includes a first linear actuator 31 and a second linear actuator 32, the first linear actuator 31 and the second linear actuator 32 are both disposed at the bottom of the steel platform assembly 1, the first linear actuator 31 and the second linear actuator 32 are both slidably disposed with a moving seat thereon, and the rotary actuator 33 is fixedly disposed on the corresponding moving seat. The first linear driver 31 comprises a guide seat, the guide seat is fixedly arranged at the bottom of the steel platform assembly 1, the guide seat is fixedly provided with a second rotary driver, an output shaft of the second rotary driver is fixedly provided with a threaded rod, and the movable seat is in threaded connection with the threaded rod.
It should be noted that, the second rotary driver is set as a motor, an output shaft of the motor is fixedly set with the threaded rod, and the second linear driver 32 is set in the same manner as the first linear driver 31, and the second linear driver 32 also drives the first rotary driver 33 to move at the bottom of the steel platform assembly 1 through the transmission of the output shaft of the motor.
It should be noted that, the first linear driver 31 and the second linear driver 32 may be started to move the first rotary driver 33 horizontally at the bottom of the steel platform assembly 1, or another group of the first linear driver 31 and the second linear driver 32 may be disposed at the bottom of the steel platform assembly 1, so that the first rotary driver 33 may not only move horizontally left and right but also move horizontally in the front-rear direction at the bottom of the steel platform assembly 1.
Referring to fig. 2 to 4 of the specification, in order to improve the construction quality of the wall b, specifically, fixing seats 42 are fixedly arranged on two wallboard dies 41, positioning rods 43 are rotatably arranged on the fixing seats 42, bolts are connected to the positioning rods 43 in a threaded manner, and the positioning rods 43 are clamped with the corresponding fixing seats 42. The bottom end of the lifting rope 34 is fixedly provided with a hook, a rectangular hole is formed in the supporting seat 44, and the hook is clamped in the rectangular hole.
When assembling the two wallboard molds 41, the two wallboard molds 41 are aligned first, then the positioning rod 43 is rotated, the positioning rod 43 is located on the corresponding fixing seat 42, then the bolt is rotated on the positioning rod 43, and the fixing seat 42 and the positioning rod 43 are locked by the bolt, so that the two wallboard molds 41 are assembled.
It should be noted that, rectangular holes or round holes may be formed in the two supporting seats 44 located below to allow hanging hooks to hang, and only rectangular holes may be formed in the two supporting seats 44 located above to allow hanging hooks to hang.
Referring to fig. 7 to 9 of the specification, the wallboard mold 41 is hoisted by the lifting rope 34, the lifting rope 34 is a flexible material, the wallboard mold 41 is hoisted under the action of gravity, the wallboard mold 41 is in a tight state in the upward transferring process of the high-rise building construction, the horizontal wind is inevitably encountered in the upward transferring process of the wallboard mold 41, the lifting rope 34 between the first rotary driver 33 and the wallboard mold 41 is long, the wallboard mold 41 is subjected to horizontal wind and can swing due to the fact that the lifting rope 34 is a non-rigid material, the lifting rope 34 between the first rotary driver 33 and the wallboard mold 41 can be regarded as a simple lever system, the longer lifting rope 34 provides a larger 'force arm' in the swinging process of the wallboard mold 41, this means that the wallboard mold 41 collides with the wall b or the inner wall of the embedded hole a1 in the upward transferring process, the wall b and the embedded hole a1 can be damaged, the concrete structure of the wall b and the embedded hole a1 can be damaged, the ball body is prevented from being damaged, the first rotary driver 33 is specifically provided with a ball body, the ball body is prevented from being connected with the ball body 33, and the ball body is fixedly connected with the ball body seat 51, the ball body is fixedly arranged in the ball seat 51, and the ball body is fixedly connected with the ball seat 51, and the ball seat is fixedly arranged in the ball seat 51, and the ball seat is fixedly connected with the ball seat 53, and the ball seat is fixedly connected with the ball seat 51. The bottom of the connecting seat 51 is fixedly provided with a third linear driver 54, an output shaft of the third linear driver 54 is fixedly provided with a positioning seat 55, a through hole is formed in the limiting seat 511, and the third linear driver 54 is used for driving the positioning seat 55 to move towards the ball 52. The positioning seat 55 is provided with an arc surface towards one side of the sphere 52, and a plurality of anti-slip protrusions are fixedly arranged on the arc surface and are equidistantly arranged.
The third linear actuator 54 is configured as a cylinder, and the movement of the output shaft of the cylinder is used to drive the positioning seat 55 to move.
It should be further noted that, in the process of moving the first rotary driver 33 left and right, the ball 52 rolls in the limiting seat 511, the hollow sleeve 53 can automatically adjust an included angle with the wallboard mold 41 according to the direction of the lifting rope 34, the hollow sleeve 53 enables the lifting rope 34 to be located in the hollow sleeve 53, the hollow sleeve 53 can provide rigid support for the lifting rope 34, the length of the lifting rope 34 is shortened, namely, the arm of force of the lifting rope 34 is shortened, after the position adjustment of the first rotary driver 33 is completed, the third linear driver 54 is started, the output shaft of the third linear driver 54 moves towards the ball 52, after the positioning seat 55 contacts with the ball 52, the friction force between the positioning seat 55 and the ball 52 is large, the ball 52 can be positioned, the hollow sleeve 53 is matched with the lifting rope 34 to rigidly support the wallboard mold 41, even if transverse wind is encountered in the process of lifting the wallboard mold 41, the swing amplitude of the wallboard mold 41 can be shortened, the damage to the concrete structure caused by the wallboard mold 41 is avoided, and if transverse wind is too large, the upward transfer of the wallboard mold 41 should be stopped.
Referring to fig. 7 to 9 of the specification, in order to further reduce the shake of the wallboard mold 41 caused by the cross wind, specifically, a fourth linear driver 56 is fixedly arranged on the hollow sleeve 53, an extension tube is slidably arranged on the hollow sleeve 53, an output shaft of the fourth linear driver 56 is fixedly arranged with the extension tube, and the lifting rope 34 is positioned in the extension tube.
The fourth linear actuator 56 is provided as an air cylinder, and an output shaft of the air cylinder is fixedly provided with the extension pipe.
It should be noted that, when the fourth linear driver 56 is started, the extension tube is driven by the movement of the output shaft of the fourth linear driver 56 to slide out from the hollow sleeve 53, and after the hollow sleeve 53 and the fourth linear driver 56 are expanded, the sleeving length between the hollow sleeve 53 and the lifting rope 34 can be prolonged, so that the "arm of force" mentioned in the above is further shortened, and a rigid support is provided for more lifting ropes 34.
Referring to fig. 10 of the specification, a construction method of a building machine for high-rise building construction specifically includes the following steps:
When constructing the inclined wall b, assembling two wallboard dies 41 on a floor slab layer a, positioning the inclined wallboard dies 41, and then pouring concrete into the wallboard dies 41 to construct the wall b;
Paving a floor layer mould at the top end of a supporting beam column on the floor layer a, pouring concrete into the floor layer mould to construct the upper floor layer a, and reserving a pre-buried hole a1 when constructing the floor layer a, wherein the pre-buried hole a1 is positioned above the wallboard mould 41;
separating the wallboard mould 41 on the wall body b after the upper floor layer a is solidified and dried, then moving the first rotary driver 33 through the first linear driver 31 and the second linear driver 32, and moving the first rotary driver 33 to drive the top end of the lifting rope 34 to move so as to adjust the angle of the wallboard mould 41;
and step four, starting the first rotary driver 33, and rolling the lifting rope 34 by the first rotary driver 33 to enable the wallboard mold 41 to move upwards in the pre-buried hole a1, so that the wallboard mold 41 passes through the upper floor layer a.
The foregoing examples illustrate only a few embodiments of the invention, which are described in detail and are not to be construed as limiting the scope of the invention. It should be noted that it will be apparent to those skilled in the art that several variations and modifications can be made without departing from the spirit of the invention, which are all within the scope of the invention.
Claims (7)
1. The building machine for high-rise building construction is characterized by comprising a steel platform assembly (1), wherein a hanging frame (2) is arranged at the bottom of the steel platform assembly (1), and the hanging frame (2) is used for providing a working platform for constructors;
The bottom of the steel platform assembly (1) is provided with a regulating and controlling component (3), the regulating and controlling component (3) comprises a plurality of lifting ropes (34), a wall body lifting formwork component (4) is arranged below the steel platform assembly (1), the wall body lifting formwork component (4) comprises two wallboard molds (41), the two wallboard molds (41) are matched, a plurality of supporting seats (44) are fixedly arranged on the wallboard molds (41), and the bottom ends of the lifting ropes (34) are clamped with the supporting seats (44);
The regulating and controlling assembly (3) further comprises a plurality of first rotary drivers (33), a winding wheel is fixedly arranged on an output shaft of the first rotary drivers (33), the top end of the lifting rope (34) is wound and fixedly arranged on the corresponding first rotary drivers (33), and the first rotary drivers (33) move at the bottom of the steel platform assembly (1) to adjust the inclination angle of the wallboard mould (41) through the bottom end of the lifting rope (34);
the positioning assembly (5) is arranged on the first rotary driver (33), the positioning assembly (5) comprises a connecting seat (51), the connecting seat (51) is fixedly arranged on the first rotary driver (33), a limiting seat (511) is fixedly arranged on the connecting seat (51), a ball body (52) is hinged in the limiting seat (511), a hollow sleeve (53) is fixedly arranged on the ball body (52), and the lifting rope (34) is positioned in the hollow sleeve (53);
The bottom of the connecting seat (51) is fixedly provided with a third linear driver (54), an output shaft of the third linear driver (54) is fixedly provided with a positioning seat (55), a through hole is formed in the limiting seat (511), and the third linear driver (54) is used for driving the positioning seat (55) to move towards the ball body (52);
The hollow sleeve (53) is fixedly provided with a fourth linear driver (56), the hollow sleeve (53) is slidably provided with an extension tube, an output shaft of the fourth linear driver (56) is fixedly arranged with the extension tube, and the lifting rope (34) is positioned in the extension tube.
2. The building machine for high-rise building construction according to claim 1, wherein the regulating and controlling assembly (3) comprises a first linear driver (31) and a second linear driver (32), the first linear driver (31) and the second linear driver (32) are arranged at the bottom of the steel platform assembly (1), moving seats are slidably arranged on the first linear driver (31) and the second linear driver (32), and the first rotary driver (33) is fixedly arranged on the corresponding moving seats.
3. The building machine for high-rise building construction according to claim 2, wherein two wallboard molds (41) are fixedly provided with fixing seats (42), the fixing seats (42) are rotatably provided with positioning rods (43), the positioning rods (43) are connected with bolts in a threaded manner, and the positioning rods (43) are clamped with the corresponding fixing seats (42).
4. The building machine for high-rise building construction of claim 3, wherein the first linear driver (31) comprises a guide seat, the guide seat is fixedly arranged at the bottom of the steel platform assembly (1), the second rotary driver is fixedly arranged on the guide seat, a threaded rod is fixedly arranged on an output shaft of the second rotary driver, and the movable seat is in threaded connection with the threaded rod.
5. The building machine for high-rise building construction of claim 4, wherein hooks are fixedly arranged at the bottom ends of the lifting ropes (34), rectangular holes are formed in the supporting seats (44), and the hooks are clamped in the rectangular holes.
6. The building machine for high-rise building construction according to claim 5, wherein an arc-shaped surface is arranged on one side of the positioning seat (55) facing the sphere (52), a plurality of anti-slip protrusions are fixedly arranged on the arc-shaped surface, and a plurality of anti-slip protrusions are equidistantly arranged.
7. A construction method of a building machine for high-rise building construction according to claim 6, comprising the steps of:
When the inclined wall body (b) is constructed, two wallboard dies (41) are assembled on a floor slab layer (a) and the inclined wallboard dies (41) are positioned, and then concrete is poured into the wallboard dies (41) to construct the wall body (b);
Paving a floor layer mould at the top end of the upper support beam column of the floor layer (a), pouring concrete into the floor layer mould to construct an upper floor layer (a), reserving pre-buried holes (a 1) during construction of the upper floor layer (a), wherein the pre-buried holes (a 1) are positioned above the wallboard mould (41);
After the upper floor layer (a) is solidified and dried, firstly, the wallboard mould (41) on the wall body (b) is driven to move by the rotation of the output shafts of the first linear driver (31) and the second linear driver (32), the movement of the first linear driver (33) drives the top end of the lifting rope (34) to move, and the angle of the wallboard mould (41) is adjusted;
And fourthly, starting the first rotary driver (33), and rolling the lifting rope (34) by the first rotary driver (33) to enable the wallboard mold (41) to move upwards in the pre-buried hole (a 1) so as to enable the wallboard mold (41) to pass through the upper floor layer (a).
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| CN106395626A (en) * | 2016-11-08 | 2017-02-15 | 芜湖市长江起重设备制造有限公司 | Angle-adjustable swing reducing device for crane |
| CN116181041A (en) * | 2023-04-25 | 2023-05-30 | 中铁建工集团有限公司 | Building machine of multilayer quick construction |
| CN118517136A (en) * | 2024-06-12 | 2024-08-20 | 中建三局总承包建设有限公司 | Top mold integrated platform construction method for inclined wall construction |
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| JPH08218641A (en) * | 1995-02-20 | 1996-08-27 | Penta Ocean Constr Co Ltd | Method and device for aerial building of pillar material |
| CN106986291A (en) * | 2017-05-12 | 2017-07-28 | 黄坤坤 | Large scale prefabricated wallboard overturns construction method for hanging in the air |
| CN113023544B (en) * | 2021-04-10 | 2023-09-22 | 中铁广州工程局集团有限公司 | Special-shaped pedestrian landscape bridge arched girder section hoisting posture adjusting device |
| CN116335410A (en) * | 2023-03-31 | 2023-06-27 | 中冶(上海)钢结构科技有限公司 | A construction method for truss diagonal members on the refuge floor of a super high-rise building |
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Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106395626A (en) * | 2016-11-08 | 2017-02-15 | 芜湖市长江起重设备制造有限公司 | Angle-adjustable swing reducing device for crane |
| CN116181041A (en) * | 2023-04-25 | 2023-05-30 | 中铁建工集团有限公司 | Building machine of multilayer quick construction |
| CN118517136A (en) * | 2024-06-12 | 2024-08-20 | 中建三局总承包建设有限公司 | Top mold integrated platform construction method for inclined wall construction |
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