CN111877746A - High-rise building climbing pouring system and operation method thereof - Google Patents

High-rise building climbing pouring system and operation method thereof Download PDF

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Publication number
CN111877746A
CN111877746A CN202010822777.1A CN202010822777A CN111877746A CN 111877746 A CN111877746 A CN 111877746A CN 202010822777 A CN202010822777 A CN 202010822777A CN 111877746 A CN111877746 A CN 111877746A
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climbing
frame
motor
formwork
assembly
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高渭泉
祝文飞
彭辉
梁凯辉
姚木平
谢延义
徐�明
李越
童超
谭宇
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Jiangxi Zhite New Material Co ltd
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Jiangxi Zhite New Material Co ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, 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
    • E04G11/20Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • E04G11/28Climbing 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F17/00Vertical ducts; Channels, e.g. for drainage
    • E04F17/005Lift shafts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/001Corner fastening or connecting means for forming or stiffening elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/002Workplatforms, railings; Arrangements for pouring concrete, attached to the form

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

本发明提供一种高层建筑爬升浇筑系统及其操作方法,包括模板组件、爬升机组件、电机组件、定位盒,所述模板组件由电机组件控制收放,爬升机组件包括下爬升架、上爬升架、操作平台和导向架,模板组件支撑于上爬升架顶部;爬升机组件爬升时,上爬升架在电机组件动力作用下,沿着导向架上升一个爬升高度,与已浇筑在基坑模板中的定位盒形成一次爬升安装,下爬升架再在电机组件动力作用下,沿着导向架提升至上爬升架上一次爬升安装的定位盒中并形成一次提升安装,此时,高层建筑爬升浇筑系统完成一次爬升。本发明提供的高层建筑爬升浇筑系统及其操作方法,保证了爬升机组件爬升的稳定性和安全性,且适用范围广,能够满足现代建筑绿色环保理念。

Figure 202010822777

The invention provides a high-rise building climbing and pouring system and an operation method thereof, comprising a template assembly, a climbing machine assembly, a motor assembly, and a positioning box. The template assembly is controlled and retracted by the motor assembly. The climbing machine assembly includes a lower climbing frame, an upper climbing frame, operating platform and guide frame, the formwork assembly is supported on the top of the upper climbing frame; when the climber assembly climbs, the upper climbing frame rises a climbing height along the guide frame under the power of the motor assembly, and is poured into the foundation pit formwork. The positioning box of the upper climbing frame forms a climbing installation, and the lower climbing frame is then lifted along the guide frame to the positioning box of the previous climbing installation of the upper climbing frame under the power of the motor assembly to form a lifting installation. At this time, the high-rise building climbing and pouring system is completed. one climb. The high-rise building climbing and pouring system and its operation method provided by the present invention ensure the stability and safety of climbing of the climbing machine components, have a wide range of applications, and can meet the concept of green environmental protection in modern buildings.

Figure 202010822777

Description

一种高层建筑爬升浇筑系统及其操作方法A kind of high-rise building climbing and pouring system and its operation method

技术领域technical field

本发明涉及建筑模板技术领域,特别是涉及一种高层建筑爬升浇筑系统及其操作方法。The invention relates to the technical field of building formwork, in particular to a high-rise building climbing and pouring system and an operation method thereof.

背景技术Background technique

近年来,随着我国高层、超高层建筑日益增多,采用先进的爬升模板技术,对于提高工程质量、加快施工速度、提高劳动生产率、降低工程成本和实现文明施工都具有十分重要的意义。爬模施工技术已成为今后用于现浇混凝土结构高层、超高层建筑施工的最有发展前途的一项新型模板技术。In recent years, with the increasing number of high-rise and super high-rise buildings in my country, the use of advanced climbing formwork technology is of great significance for improving project quality, speeding up construction speed, improving labor productivity, reducing project costs and realizing civilized construction. Climbing formwork construction technology has become the most promising new formwork technology for the construction of cast-in-place concrete high-rise and super high-rise buildings in the future.

例如,公布号为CN111364755A的中国发明专利公开了一种电梯井内施工升降机与爬模的连接结构,包括爬模上架体、施工升降机导轨、连接桁架、活动支撑;所述连接桁架的两端分别与两侧的爬模上架体的内立柱相固接,所述活动支撑的一端与连接桁架相固接,另一端与施工升降机导轨滑动连接,所述施工升降机导轨的顶部高于爬模上架体的顶部位置,该机构存在操作繁琐的问题,而且模板结构无法进行整体升降。For example, the Chinese invention patent publication number CN111364755A discloses a connection structure between a construction hoist and a climbing formwork in an elevator shaft, including a climbing formwork upper frame, a construction hoist guide rail, a connecting truss, and a movable support; the two ends of the connecting truss are respectively connected to The inner columns of the upper frame of the climbing formwork on both sides are fixedly connected to each other, one end of the movable support is fixedly connected to the connecting truss, and the other end is slidably connected to the guide rail of the construction elevator, and the top of the guide rail of the construction elevator is higher than the upper frame of the climbing formwork. At the top position, the mechanism has the problem of cumbersome operation, and the template structure cannot be lifted as a whole.

例如,公布号为CN111173269A的中国发明专利公开了一种用于电梯井的可调整体内模板结构,包括与电梯井侧面数量相等的内模板,所有的内模板合围成上下两端开口的中空立体结构,其特征在于,所述中空立体结构内部设有调节机构,所述调节机构分别与所有的内模板内侧面的中央位置连接且当所述调节机构被执行时所述内模板内侧面的中央位置向中空立体结构内部折叠或者向中空立体结构外部展平。该模板结构存在无法爬升的问题。For example, Chinese Invention Patent Publication No. CN111173269A discloses an adjustable internal formwork structure for elevator shafts, including internal formworks equal in number to the side surfaces of the elevator shaft, and all the internal formwork forms a hollow three-dimensional structure with openings at the upper and lower ends. , characterized in that an adjustment mechanism is arranged inside the hollow three-dimensional structure, and the adjustment mechanism is respectively connected with the central position of the inner side of all the inner formwork and the central position of the inner side of the inner template when the adjustment mechanism is executed. It is folded to the inside of the hollow three-dimensional structure or flattened to the outside of the hollow three-dimensional structure. The formwork structure has the problem of not being able to climb.

发明内容SUMMARY OF THE INVENTION

本发明为解决上述技术问题,提供了一种高层建筑爬升浇筑系统及其操作方法,适用于电梯井内部爬模浇筑,且模板结构收放电动调节,且能够整体能够跟随爬升机结构上下爬模升,扩展了适用范围,且降低了爬模的难度。In order to solve the above-mentioned technical problems, the present invention provides a high-rise building climbing and pouring system and an operation method thereof, which are suitable for the pouring of climbing formwork inside the elevator shaft, and the formwork structure is electrically adjusted for retraction, and can follow the climbing machine structure as a whole to climb the formwork up and down. , which expands the scope of application and reduces the difficulty of climbing the mold.

为解决上述技术问题,本发明采用的一个技术方案是提供一种高层建筑爬升浇筑系统,包括模板组件、爬升机组件、电机组件、定位盒,所述模板组件由电机组件控制收放,爬升机组件包括下爬升架、上爬升架、操作平台和导向架,模板组件支撑于上爬升架顶部;In order to solve the above technical problems, a technical solution adopted by the present invention is to provide a high-rise building climbing and pouring system, including a template assembly, a climbing machine assembly, a motor assembly, and a positioning box, and the template assembly is controlled by the motor assembly. The assembly includes a lower climbing frame, an upper climbing frame, an operating platform and a guide frame, and the template assembly is supported on the top of the upper climbing frame;

爬升机组件爬升时,上爬升架在电机组件动力作用下,沿着导向架上升一个爬升高度,与已浇筑在基坑模板中的定位盒形成一次爬升安装,下爬升架再在电机组件动力作用下,沿着导向架提升至上爬升架上一次爬升安装的定位盒中并形成一次提升安装,此时,高层建筑爬升浇筑系统完成一次爬升。When the climbing machine assembly climbs, the upper climbing frame rises along the guide frame by a climbing height under the power of the motor assembly, forming a climbing installation with the positioning box that has been poured in the foundation pit formwork, and the lower climbing frame is then under the power action of the motor assembly. Down, lift along the guide frame to the positioning box of the previous climbing installation on the upper climbing frame and form a lifting installation. At this time, the high-rise building climbing and pouring system completes a climbing.

实施例中,优选:In an embodiment, preferably:

所述爬升机组件还包括防坠器、齿轮、连接导向架的齿条,电机组件通过齿轮与齿条相互啮合进行传动;The climbing machine assembly also includes a fall arrester, a gear, and a rack connected to the guide frame, and the motor assembly is driven by the gear and the rack being meshed with each other;

电机组件包括设置于上爬升架上的用于控制下爬升架和上爬升架爬升的主电机、设置于操作平台上的用于控制操作平台爬升的操作平台电机、设置于模板组件上用于控制模板组件收放的角模收放模板减速机电机。The motor assembly includes a main motor disposed on the upper climbing frame for controlling the climbing of the lower climbing frame and the upper climbing frame, an operating platform motor disposed on the operating platform for controlling the climbing of the operating platform, and a template assembly for controlling The angle die of the formwork assembly retracts and retracts the formwork reducer motor.

实施例中,优选:导向架包括一个导向架底板及多个导向架单体,导向架单体包括三脚架、圆管、斜杆;三脚架横向连接在圆管上,同一导向架单体的上下相邻的三脚架之间连接有所述的斜杆,上下相邻且属于不同导向架单体的三脚架螺接;齿条竖向倚靠连接导向架,圆管与上爬升架、操作平台滑动连接。In the embodiment, preferably: the guide frame includes a guide frame bottom plate and a plurality of guide frame units, and the guide frame unit includes a tripod, a round tube, and an oblique rod; the tripod is laterally connected to the round tube, and the upper and lower phases of the same guide frame unit are The inclined rods are connected between adjacent tripods, and the tripods that are adjacent to each other up and down and belong to different guide frame monomers are screwed together;

实施例中,优选:操作平台包括操作平台面板、操作平台电机连接板、电机机座连接板槽钢、滚轮组件,导向架贯穿操作平台面板;In the embodiment, preferably: the operation platform includes an operation platform panel, an operation platform motor connecting plate, a channel steel of the motor base connecting plate, and a roller assembly, and the guide frame penetrates the operation platform panel;

电机机座连接板槽钢与操作平台面板垂直连接,操作平台电机连接板竖向连接在电机机座连接板槽钢上,且操作平台电机连接在操作平台电机连接板上,电机机座连接板槽钢顶端和底端分别设置所述滚轮组件,所述滚轮组件上下可滑动地抱在相应的圆管上。The motor frame connecting plate channel steel is vertically connected to the operation platform panel, the operation platform motor connecting plate is vertically connected to the motor frame connecting plate channel steel, and the operation platform motor is connected to the operation platform motor connecting plate, and the motor frame connecting plate The top and bottom ends of the channel steel are respectively provided with the roller assemblies, and the roller assemblies are slidably held on the corresponding round pipes up and down.

实施例中,优选:In an embodiment, preferably:

所述下爬升架由横向主梁外管、横向主梁内管、横向主梁内管外侧贴板、T型伸缩臂、纵向主梁伸缩内管、纵向主梁伸缩外管、纵向主梁顶板、支腿调节板、带滚轮的摆腿、横向主梁内管内侧贴板;The lower climbing frame is composed of the outer tube of the transverse main beam, the inner tube of the transverse main beam, the outer plate of the inner tube of the transverse main beam, the T-shaped telescopic arm, the telescopic inner tube of the longitudinal main beam, the outer tube of the longitudinal main beam, and the top plate of the longitudinal main beam. , Outrigger adjustment plate, swing leg with roller, inner side sticker of transverse main beam inner tube;

纵向主梁伸缩内管垂直连接横向主梁外管,T型伸缩臂长腿连接横向主梁内管内侧贴板、短腿连接纵向主梁伸缩外管,纵向主梁顶板螺接导向架底板;The telescopic inner tube of the longitudinal main girder is vertically connected to the outer tube of the lateral main girder, the long legs of the T-shaped telescopic arm are connected to the inner panel of the inner tube of the horizontal main girder, the short legs are connected to the telescopic outer tube of the longitudinal main girder, and the top plate of the longitudinal main girder is screwed to the bottom plate of the guide frame;

横向主梁内管外侧贴板、横向主梁内管内侧贴板连接在横向主梁内管端部,支腿调节板连接在横向主梁内管底面上,摆腿转动连接横向主梁内管外侧贴板、横向主梁内管内侧贴板,摆腿由电机组件控制收放。The outer plate of the inner tube of the transverse main beam and the inner plate of the inner tube of the transverse main beam are connected to the end of the inner tube of the transverse main beam, the adjusting plate of the outrigger is connected to the bottom surface of the inner tube of the transverse main beam, and the swing leg is rotated to connect the inner tube of the transverse main beam The outer side panel, the inner side panel of the inner tube of the transverse main beam, and the swing legs are controlled and retracted by the motor assembly.

实施例中,优选:In an embodiment, preferably:

所述上爬升架包括通过螺栓螺母连接或焊接而成的主梁伸缩外管、主梁伸缩内管、次梁伸缩内管、次梁伸缩外管、摆腿调节板、摆腿、主梁外侧加固槽钢组件一、角模支撑槽钢组件二、导轮组件、电机机座槽钢、架体连接板、用于固定连接次梁伸缩外管的架体次梁固定连接板、电机机座连接板、防坠器连接板;The upper climbing frame includes a main beam telescopic outer pipe, a main beam telescopic inner pipe, a secondary beam telescopic inner pipe, a secondary beam telescopic outer pipe, a swing leg adjustment plate, a swing leg, and an outer side of the main beam, which are connected or welded by bolts and nuts. Reinforced channel steel component 1, angle mold support channel steel component 2, guide wheel component, motor frame channel steel, frame body connecting plate, frame body sub-beam fixing connection plate for fixing and connecting the secondary beam telescopic outer tube, motor frame connecting plate, anti-falling device connecting plate;

主梁伸缩外管连接次梁伸缩内管、主梁外侧加固槽钢组件一,主梁伸缩内管端部外侧面连接角模支撑槽钢组件二、底部连接摆腿调节板和摆腿;The telescopic outer tube of the main beam is connected to the telescopic inner tube of the secondary beam and the outer reinforcement channel steel component of the main beam.

架体次梁固定连接板固定连接架体连接板,架体连接板连接电机机座槽钢和防坠器连接板,电机机座槽钢连接电机机座连接板,电机机座连接板连接主电机,防坠器连接板连接防坠器;防坠器连接板顶部和电机机座槽钢底部分别连接有所述导轮组件。The frame body sub-beam fixed connection plate is fixedly connected to the frame body connection plate, the frame body connection plate is connected to the motor frame channel steel and the anti-fall device connection plate, the motor frame channel steel is connected to the motor frame connection plate, and the motor frame connection plate is connected to the main frame. The motor and the connecting plate of the anti-dropping device are connected to the anti-dropping device; the top of the connecting plate of the anti-dropping device and the bottom of the channel steel of the motor base are respectively connected with the guide wheel assembly.

实施例中,优选:In an embodiment, preferably:

所述模板组件包括角模板、角模连接板、普通模板,角模板包括角模立柱型材及两端的封头板,角模板中间有丝杆构件,丝杆构件连接角模连接板和角模立柱型材,所述角模收放模板减速机电机控制丝杆构件横向收放。The formwork assembly includes an angle formwork, an angle formwork connecting plate, and a common formwork. The angle formwork includes an angle formwork column profile and a head plate at both ends. There is a screw member in the middle of the corner formwork, and the screw member connects the angle formwork connecting plate and the angle formwork column. Profile, the angle die retractable template reducer motor controls the horizontal retraction of the screw member.

实施例中,优选:In an embodiment, preferably:

所述丝杆构件由正反丝杆、花键套、花键轴、滑座支撑块、滑座、T型螺母、连架杆、连杆、螺母组成;The screw member is composed of a positive and negative screw, a spline sleeve, a spline shaft, a sliding seat support block, a sliding seat, a T-shaped nut, a connecting rod, a connecting rod, and a nut;

所述滑座横向固定在角模立柱型材上,滑座支撑块底面限位于滑座横向滑轨内,T型螺母正反丝杆限位于滑座支撑块顶部;正反丝杆、花键套、花键轴依次连接;The sliding seat is laterally fixed on the corner mold column profile, the bottom surface of the sliding seat supporting block is limited to the lateral sliding rail of the sliding seat, and the T-shaped nut restricts the positive and negative screw rods to the top of the sliding seat supporting block; the positive and negative screw rods, splines The sleeve and the spline shaft are connected in sequence;

顶部的花键轴连接角模收放模板减速机电机的输出轴;螺母、连杆、连架杆依次铰接,正反丝杆螺接螺母,连杆螺接相应的角模连接板;The spline shaft on the top is connected to the output shaft of the angle die retractable formwork reducer motor; the nut, the connecting rod and the connecting rod are hinged in sequence, the positive and negative screw rods are screwed to the nut, and the connecting rod is screwed to the corresponding angle formwork connecting plate;

所述角模收放模板减速机电机工作时,同一正反丝杆带动两个上下间隔的螺母反向运动。When the motor of the angle die retracting and releasing template reducer is working, the same positive and negative screw rod drives the two upper and lower spaced nuts to move in the opposite direction.

实施例中,优选:In an embodiment, preferably:

所述角模立柱型材、角模连接板、普通模板为铝合金材质。The corner mold column profiles, the corner mold connecting plates, and the common template are made of aluminum alloys.

实施例中,优选:In an embodiment, preferably:

所述高层建筑爬升浇筑系统进一步包括紧固组件;所述紧固系统包括位于普通模板背面竖直设置的背楞和穿过普通模板的穿墙螺杆。The high-rise building climbing and pouring system further includes a fastening component; the fastening system includes a back corrugation vertically arranged on the back of the common formwork and a through-wall screw passing through the common formwork.

为解决上述技术问题,本发明采用的另一个技术方案是提供一种高层建筑爬升浇筑系统的操作方法,包括如下步骤:In order to solve the above-mentioned technical problems, another technical solution adopted by the present invention is to provide a kind of operation method of the high-rise building climbing and pouring system, which comprises the following steps:

a.安装基坑模板,在基坑上预埋上爬升架2摆腿209、下爬升架1摆腿116的定位盒13,并浇筑基坑;a. Install the foundation pit formwork, pre-embed the positioning box 13 of the upper climbing frame 2 swing leg 209 and the lower climbing frame 1 swing leg 116 on the foundation pit, and pour the foundation pit;

b.下爬升架1安装时尺寸要根据电梯井道尺寸调整好再装,要保证四条摆腿116在一个水平面内;b. When the lower climbing frame 1 is installed, the size should be adjusted according to the size of the elevator shaft and then installed, and the four swing legs 116 should be ensured in a horizontal plane;

c.安装导向架4,下爬升架1纵向主梁顶板112与导向架4、导向架底板401之间采用螺栓连接,导向架4的三角架404之间采用螺栓和防松螺母拧紧;c. Install the guide frame 4, the longitudinal main beam top plate 112 of the lower climbing frame 1 and the guide frame 4 and the guide frame bottom plate 401 are connected by bolts, and the tripods 404 of the guide frame 4 are tightened with bolts and locking nuts;

d.上爬升架2和主电机5、防坠器6安装在一起后,装在导向架4上;然后再装入操作平台3和操作平台电机14,接电控箱控制线;d. After the upper climbing frame 2 is installed with the main motor 5 and the anti-fall device 6, it is installed on the guide frame 4;

e.将装好的爬升机组件用行吊放入电梯井道基坑预留好的安装位置,调节下爬升架1的摆腿116的螺栓,保证下爬升架1在同一水平面上,然后调整上爬升架2的摆腿209在同一水平面;e. Put the installed climbing machine assembly into the reserved installation position of the foundation pit of the elevator shaft with a hoist, adjust the bolts of the swing legs 116 of the lower climbing frame 1 to ensure that the lower climbing frame 1 is on the same level, and then adjust the upper The swing legs 209 of the climbing frame 2 are on the same level;

f.将模板组件依次组装起来,其中角模板9与角模连接板10,角模连接板10与普通模板11连接;在角模板9的丝杆构件903上预留安装角模收放模板减速机电机12位置,并调试运行;同时绑扎好电梯井位置的钢筋;f. Assemble the formwork assemblies in turn, wherein the corner formwork 9 is connected to the angle formwork connecting plate 10, and the angle formwork connecting plate 10 is connected to the common formwork 11; on the screw member 903 of the angle formwork 9, the angle formwork retractable formwork deceleration is reserved for installation 12 position of the motor and motor, and debug and run; at the same time, bind the steel bars at the elevator shaft position;

g.在基坑模板上预安装定位盒13,刷脱模剂;g. Pre-install the positioning box 13 on the foundation pit template, and brush the release agent;

h.吊入组装好的模板组件,让角模板9立在上爬升架2的主梁外侧加固槽钢组件一214、角模支撑槽钢组件二216上,并接好角模收放模板减速机电机12控制线,将模板组件调整至浇筑位置;h. Lift the assembled formwork assembly, let the corner formwork 9 stand on the outer side of the main beam of the upper climbing frame 2 to reinforce the channel steel assembly 1 214 and the angle formwork support channel steel assembly 2 216, and connect the angle formwork retractable formwork to decelerate The motor 12 control line adjusts the formwork assembly to the pouring position;

i.安装胶杯、套管,安装外模板并用加固件进行加固;i. Install plastic cups and casings, install outer formwork and reinforce with reinforcements;

j.用垂准仪测垂直度,对垂直度不满足的情况下,要用专用把手调节螺丝,直到满足相应垂直度的要求;j. Use a vertical collimator to measure the verticality. If the verticality is not satisfied, use a special handle to adjust the screw until the corresponding verticality requirements are met;

k.浇筑电梯井位置混凝土,并用振动棒捣实,混凝土浇筑过程中,将模板上对应位置的定位盒13进行预埋固定,固定后的定位盒13作为下方下爬升架1、上爬升架2朝上爬升的固定支撑点;k. Pouring the concrete at the position of the elevator shaft and tamping it with a vibrating rod. During the concrete pouring process, the positioning box 13 at the corresponding position on the template is pre-embedded and fixed, and the fixed positioning box 13 serves as the lower climbing frame 1 and the upper climbing frame 2. Fixed support point for upward climbing;

l.待墙壁达到一定强度时,启动角模收放模板减速机电机12进行收模;l. When the wall reaches a certain strength, start the angle mold retractor motor 12 of the template reducer to retract the mold;

m.启动操作平台电机14,升至底层定位盒13往上500mm处,再启动主电机5正转,将上爬升架2摆腿209提至底层定位盒13处;m. Start the operation platform motor 14, rise to the position 500mm above the bottom positioning box 13, then start the main motor 5 to rotate forward, and lift the swing leg 209 of the upper climbing frame 2 to the bottom positioning box 13;

n.启动主电机5反转,将下爬升架1摆腿116提至第一次预埋上层定位盒13内;n. Start the main motor 5 to reverse, and lift the swing leg 116 of the lower climbing frame 1 to the first pre-embedded upper positioning box 13;

o.再次启动主电机5正转,将上爬升架2摆腿209提至上层定位盒13内;o. Start the main motor 5 to rotate forward again, and lift the swing leg 209 of the upper climbing frame 2 into the upper positioning box 13;

p.再次启动主电机5反转,将下爬升架1摆腿116提至第二次定位盒13内;p. Start the main motor 5 in reverse again, and lift the swing leg 116 of the lower climbing frame 1 into the second positioning box 13;

q.调整摆腿螺栓调节爬升机水平并固定定位盒13;q. Adjust the swing leg bolt to adjust the level of the climber and fix the positioning box 13;

r.启动角模收放模板减速机电机12将模板放至井道尺寸;r. Start the angle mold retracting and releasing template reducer motor 12 to place the template to the hoistway size;

s.调节垂直度,浇筑混凝土,循环往复。s. Adjust the verticality, pour concrete, and cycle back and forth.

本发明的有益效果是:The beneficial effects of the present invention are:

该装置采用爬升机组件和模板组件逐步由下往上爬升的方式对电梯井进行混凝土浇筑,爬升机系统和模板系统采用独立的驱动系统来驱动,爬升机系统上升一个高度单元,模板系统也对应上升一个高度单元,人工通过操作平台进行对应模板系统的混凝土浇筑工作,操作层次性高,而且混凝土浇筑过程中,将模板上对应位置的定位小盒进行预埋固定,固定后的定位小盒作为下方下爬升架、上爬升架朝上爬升的固定支撑点,定位小盒在浇筑混凝土后不拆除,实际承受电梯井爬模重量的是已经浇筑并凝结的混凝土,上爬升架与下爬升架摆腿伸入的都是已经浇筑混凝土的定位小盒,保证了整个爬模系统爬升的稳定性和安全性;The device uses the climbing machine assembly and the formwork assembly to gradually climb from the bottom to the top for concrete pouring on the elevator shaft. The climbing machine system and the formwork system are driven by an independent drive system. The climbing machine system rises a height unit, and the formwork system also corresponds to Raise a height unit, and manually carry out the concrete pouring work corresponding to the formwork system through the operation platform. The operation level is high, and during the concrete pouring process, the positioning small box at the corresponding position on the formwork is pre-buried and fixed, and the fixed positioning small box is used as The lower climbing frame below and the fixed support point where the upper climbing frame climbs upward. The positioning box is not removed after pouring the concrete. What actually bears the weight of the elevator shaft climbing formwork is the concrete that has been poured and solidified. The upper and lower climbing frames swing The legs are inserted into the positioning small boxes that have been poured concrete, which ensures the stability and safety of the entire climbing formwork system;

该装置拆模迅速,快速就位,通过电机控制模板的收缩及复位,大大较少了人工安装,可以快速安装好模板。将模板和电梯井爬架作为一个整体来考虑其受力情况,并对其进行模拟分析,使得该模板和电梯井爬架的整体传力顺畅,减小浇筑时模板的变形量,从而可以有效地保证施工质量。The device dismantles the mold quickly and takes the place quickly. The shrinkage and reset of the template are controlled by the motor, which greatly reduces the manual installation and can quickly install the template. The formwork and the elevator shaft climbing frame are considered as a whole to consider their force, and the simulation analysis is carried out, so that the overall force transmission of the formwork and the elevator shaft climbing frame is smooth, and the deformation of the formwork during pouring is reduced, so that it can effectively To ensure construction quality.

附图说明Description of drawings

图1为本发明高层建筑爬升浇筑系统的结构示意图;Fig. 1 is the structural representation of the high-rise building climbing and pouring system of the present invention;

图2为本发明高层建筑爬升浇筑系统的正面示意图;Fig. 2 is the front schematic diagram of the high-rise building climbing and pouring system of the present invention;

图3为本发明高层建筑爬升浇筑系统的侧面示意图;3 is a schematic side view of the high-rise building climbing and pouring system of the present invention;

图4为本发明高层建筑爬升浇筑系统的的俯视示意图;4 is a schematic top view of the high-rise building climbing and pouring system of the present invention;

图5为本发明下爬升架的结构示意图;Fig. 5 is the structural representation of the lower climbing frame of the present invention;

图6为本发明上爬升架的结构示意图;Fig. 6 is the structural schematic diagram of the upper climbing frame of the present invention;

图7为本发明操作平台的结构示意图;Fig. 7 is the structural representation of the operating platform of the present invention;

图8为本发明操作平台的局部结构示意图;Fig. 8 is the partial structure schematic diagram of the operating platform of the present invention;

图9为本发明导向架的结构示意图;Fig. 9 is the structural representation of the guide frame of the present invention;

图10为图9中沿A-A线的截面示意图;Figure 10 is a schematic cross-sectional view along line A-A in Figure 9;

图11为导向架单体的侧面示意图;Figure 11 is a side schematic view of a single guide frame;

图12为本发明角模板的结构示意图;Fig. 12 is the structural representation of the corner template of the present invention;

图13为本发明丝杆构件的结构示意图;Fig. 13 is the structural representation of the screw member of the present invention;

图14为本发明定位小盒的结构示意图;Fig. 14 is the structural representation of the positioning small box of the present invention;

图15为本发明在电梯井内的安装原理示意图;Figure 15 is a schematic diagram of the installation principle of the present invention in an elevator shaft;

图16为本发明上爬升架完成第一次爬升的示意图;FIG. 16 is a schematic diagram of the first climbing completed by the upper climbing frame of the present invention;

图17为本发明下爬升架完成第一次爬升的示意图;Figure 17 is a schematic diagram of the lower climbing frame of the present invention completing the first climb;

图18为本发明上爬升架完成第二次爬升的示意图;Figure 18 is a schematic diagram of the upper climbing frame of the present invention completing the second climb;

图19为本发明下爬升架完成第二次爬升的示意图;Figure 19 is a schematic diagram of the lower climbing frame of the present invention completing the second climb;

图20是本发明的高层建筑爬升浇筑系统的立体结构示意图。20 is a schematic three-dimensional structure diagram of the high-rise building climbing and pouring system of the present invention.

具体实施方式Detailed ways

下面结合图示对本发明的技术方案进行详述。The technical solutions of the present invention will be described in detail below with reference to the drawings.

请参见图1-图3所示,本实施例的高层建筑爬升浇筑系统,包括模板组件、爬升机组件、电机组件、定位盒13,所述模板组件由电机组件控制收放,爬升机组件包括下爬升架1、上爬升架2、操作平台3和导向架4,模板组件支撑于上爬升架2顶部;1-3, the high-rise building climbing and pouring system in this embodiment includes a formwork assembly, a climbing machine assembly, a motor assembly, and a positioning box 13. The formwork assembly is controlled and retracted by the motor assembly, and the climbing machine assembly includes The lower climbing frame 1, the upper climbing frame 2, the operation platform 3 and the guide frame 4, the template assembly is supported on the top of the upper climbing frame 2;

爬升机组件爬升时,上爬升架2在电机组件动力作用下,沿着导向架4上升一个爬升高度,与已浇筑在基坑模板中的定位盒13形成一次爬升安装,下爬升架1再在电机组件动力作用下,沿着导向架4提升至上爬升架2上一次爬升安装的定位盒13中并形成一次提升安装,此时,高层建筑爬升浇筑系统完成一次爬升,其中,定位盒13的结构如图4和图14所示。When the climbing machine assembly climbs, the upper climbing frame 2 rises a climbing height along the guide frame 4 under the power of the motor assembly, and forms a climbing installation with the positioning box 13 that has been poured in the foundation pit formwork, and the lower climbing frame 1 is installed again. Under the power of the motor assembly, it is lifted along the guide frame 4 to the positioning box 13 of the last climbing installation on the upper climbing frame 2 to form a lifting installation. At this time, the high-rise building climbing and pouring system completes a climbing. As shown in Figure 4 and Figure 14.

本实施例的高层建筑爬升浇筑系统,下爬升架1、上爬升架2分别先后独立进行爬升,保证了整体爬升的稳定性,而且模板组件可以通过电机组件控制收放,从而节省了人力,降低了收放的复杂繁重的劳动难度,且其随爬升机组件整体爬升,保证了高层建筑爬升浇筑系统的爬升稳定性和安全性。In the high-rise building climbing and pouring system of the present embodiment, the lower climbing frame 1 and the upper climbing frame 2 are respectively and independently climbed successively, which ensures the stability of the overall climbing, and the formwork assembly can be controlled by the motor assembly, thus saving manpower and reducing The complex and heavy labor difficulty of retraction and deployment is eliminated, and it climbs as a whole with the climbing machine components, which ensures the climbing stability and safety of the climbing and pouring system for high-rise buildings.

如图2所示,对于爬升机组件的结构,进一步地,优选:所述爬升机组件还包括防坠器6、齿轮、连接导向架4的齿条8,电机组件通过齿轮与齿条8相互啮合进行传动,从而实现爬升架1、上爬升架2、操作平台3沿着齿条8爬升。防坠器6的采用了,是为了保证爬升过程的安全。As shown in FIG. 2, for the structure of the climbing machine assembly, it is further preferred that the climbing machine assembly further comprises a fall arrester 6, a gear, and a rack 8 connected to the guide frame 4, and the motor assembly is connected to the rack 8 through the gear. Meshing for transmission, so that the climbing frame 1 , the upper climbing frame 2 and the operating platform 3 can climb along the rack 8 . The use of the fall arrester 6 is to ensure the safety of the climbing process.

对于电机组件,优选如图2所示,电机组件包括设置于上爬升架2上的用于控制下爬升架1和上爬升架2爬升的主电机5、设置于操作平台3上的用于控制操作平台3爬升的操作平台电机14、设置于模板组件上用于控制模板组件收放的角模收放模板减速机电机12;更具体地,主电机5正转带动上爬升架2爬升,主电机5反转带动下爬升架1爬升;下爬升架1和上爬升架2分时爬升,保证了爬升的稳定性和安全性。For the motor assembly, preferably as shown in FIG. 2 , the motor assembly includes a main motor 5 disposed on the upper climbing frame 2 for controlling the climbing of the lower climbing frame 1 and the upper climbing frame 2, and a main motor 5 disposed on the operating platform 3 for controlling the climbing of the lower climbing frame 1 and the upper climbing frame 2. The operating platform motor 14 for climbing the operating platform 3, and the angle die retractable formwork reducer motor 12 arranged on the formwork assembly for controlling the retracting and retracting of the formwork assembly; The motor 5 reversely drives the lower climbing frame 1 to climb; the lower climbing frame 1 and the upper climbing frame climb in 2 minutes, which ensures the stability and safety of climbing.

当然,在本发明的具体实施例中,下爬升架1和上爬升架2可以分别受控于不同的电机,对此不作限制。Of course, in the specific embodiment of the present invention, the lower climbing frame 1 and the upper climbing frame 2 may be controlled by different motors respectively, which is not limited.

由于,操作平台3独立受控于操作平台电机14,保证操作平台3始终位于上爬升架2上方一距离,这也提高了施工的安全性。Because the operating platform 3 is independently controlled by the operating platform motor 14, it is ensured that the operating platform 3 is always located at a distance above the upper climbing frame 2, which also improves the safety of construction.

如图1、图9-图11所示,导向架4包括一个导向架底板401及多个导向架单体402,导向架单体402包括三脚架404、圆管405、斜杆403;三脚架404横向连接在圆管405上,同一导向架单体402的上下相邻的三脚架404之间连接有所述的斜杆403,上下相邻且属于不同导向架单体402的三脚架404螺接;齿条8竖向倚靠连接导向架4,圆管405与上爬升架2、操作平台3滑动连接。As shown in FIGS. 1 and 9 to 11 , the guide frame 4 includes a guide frame bottom plate 401 and a plurality of guide frame units 402 , and the guide frame unit 402 includes a tripod frame 404 , a round tube 405 , and an oblique rod 403 ; the tripod frame 404 is transverse Connected to the round tube 405, the diagonal rods 403 are connected between the tripods 404 adjacent to the upper and lower sides of the same guide frame unit 402, and the tripod frames 404 that are adjacent up and down and belong to different guide frame units 402 are screwed together; racks 8 Vertically leaning against the connecting guide frame 4, the circular tube 405 is slidingly connected with the upper climbing frame 2 and the operating platform 3.

本实施例中,导向架4由多个导向架单体402上下依次连接,从而可以降低安装的难度,而且这种结构的导向架4的高度可以根据具体的需要选择导向架单体402的个数,适应范围广。且圆管405本身的导向作用,保证了上爬升架2、操作平台3的爬升稳定性。In this embodiment, the guide frame 4 is connected by a plurality of guide frame units 402 up and down in sequence, so that the difficulty of installation can be reduced, and the height of the guide frame 4 of this structure can be selected according to specific needs. number, suitable for a wide range. And the guiding function of the circular tube 405 itself ensures the climbing stability of the upper climbing frame 2 and the operating platform 3 .

如图7和图8所示,操作平台3优选包括操作平台面板306、操作平台电机连接板304、电机机座连接板槽钢305、滚轮组件312,导向架4贯穿操作平台面板306;As shown in FIGS. 7 and 8 , the operation platform 3 preferably includes an operation platform panel 306, an operation platform motor connecting plate 304, a motor base connecting plate channel steel 305, a roller assembly 312, and the guide frame 4 penetrates the operation platform panel 306;

电机机座连接板槽钢305与操作平台面板306垂直连接,操作平台电机连接板304竖向连接在电机机座连接板槽钢305上,且操作平台电机14连接在操作平台电机连接板304上,电机机座连接板槽钢305顶端和底端分别设置所述滚轮组件312,所述滚轮组件312上下可滑动地抱在相应的圆管405上。The motor frame connecting plate channel steel 305 is vertically connected to the operation platform panel 306, the operation platform motor connecting plate 304 is vertically connected to the motor frame connecting plate channel steel 305, and the operation platform motor 14 is connected to the operation platform motor connecting plate 304. The top and bottom ends of the motor base connecting plate channel steel 305 are respectively provided with the roller assemblies 312 , and the roller assemblies 312 are slidably held on the corresponding round tubes 405 up and down.

对于下爬升架1的具体结构,参看图5,所述下爬升架1由横向主梁外管101、横向主梁内管103、横向主梁内管外侧贴板104、T型伸缩臂105、纵向主梁伸缩内管110、纵向主梁伸缩外管111、纵向主梁顶板112、支腿调节板114、带滚轮的摆腿116、横向主梁内管内侧贴板108;For the specific structure of the lower climbing frame 1, referring to FIG. 5, the lower climbing frame 1 is composed of a lateral main beam outer tube 101, a lateral main beam inner tube 103, an outer side panel 104 of the lateral main beam inner tube, a T-shaped telescopic arm 105, The longitudinal main beam telescopic inner tube 110, the longitudinal main beam telescopic outer tube 111, the longitudinal main beam top plate 112, the outrigger adjustment plate 114, the swing leg 116 with rollers, and the lateral main beam inner tube inner side sticker 108;

纵向主梁伸缩内管110垂直连接横向主梁外管101,T型伸缩臂105长腿连接横向主梁内管内侧贴板108、短腿连接纵向主梁伸缩外管111,纵向主梁顶板112螺接导向架底板401;The longitudinal main girder telescopic inner tube 110 is vertically connected to the transverse main girder outer tube 101, the long leg of the T-shaped telescopic arm 105 is connected to the inner side panel 108 of the transverse main girder inner tube, the short leg is connected to the longitudinal main girder telescopic outer tube 111, and the longitudinal main girder top plate 112 screw the guide frame bottom plate 401;

横向主梁内管外侧贴板104、横向主梁内管内侧贴板108连接在横向主梁内管103端部,支腿调节板114连接在横向主梁内管103底面上,摆腿116转动连接横向主梁内管外侧贴板104、横向主梁内管内侧贴板108,摆腿116由电机组件控制收放。The outer side plate 104 of the inner tube of the transverse main beam and the inner side plate 108 of the inner tube of the transverse main beam are connected to the end of the inner tube 103 of the transverse main beam. Connecting the outer side panel 104 of the inner tube of the transverse main beam and the inner side panel 108 of the inner tube of the transverse main beam, the swing leg 116 is controlled and retracted by the motor assembly.

本实施例中,下爬升架1采用伸缩管连接,使得两个相互垂直的方向,伸缩管的整体尺寸可调,适用范围广。In this embodiment, the lower climbing frame 1 is connected by a telescopic pipe, so that the overall size of the telescopic pipe can be adjusted in two mutually perpendicular directions, and the scope of application is wide.

支腿调节板114可保证摆腿116位于同一平面上。The outrigger adjusting plate 114 can ensure that the swing legs 116 are located on the same plane.

再者,摆腿116与相应的定位盒13的配合使用,为上爬升架2提供了稳定支点。Furthermore, the cooperating use of the swing legs 116 with the corresponding positioning boxes 13 provides a stable fulcrum for the upper climbing frame 2 .

对于上爬升架2的具体结构,参看图6,所述上爬升架2包括通过螺栓螺母连接或焊接而成的主梁伸缩外管201、主梁伸缩内管202、次梁伸缩内管205、次梁伸缩外管206、摆腿调节板207、摆腿209、主梁外侧加固槽钢组件一214、角模支撑槽钢组件二216、导轮组件217、电机机座槽钢220、架体连接板225、用于固定连接次梁伸缩外管206的架体次梁固定连接板226、电机机座连接板229、防坠器连接板231;For the specific structure of the upper climbing frame 2, referring to FIG. 6, the upper climbing frame 2 includes a main beam telescopic outer pipe 201, a main beam telescopic inner pipe 202, a secondary beam telescopic inner pipe 205, which are connected or welded by bolts and nuts. Secondary beam telescopic outer tube 206, swing leg adjustment plate 207, swing leg 209, main beam outer reinforcement channel steel component 1 214, angle die support channel steel component 2 216, guide wheel component 217, motor base channel steel 220, frame body The connecting plate 225, the fixing connecting plate 226 of the frame secondary beam used for fixing the telescopic outer tube 206 of the secondary beam, the connecting plate 229 of the motor base, and the connecting plate 231 of the anti-fall device;

主梁伸缩外管201连接次梁伸缩内管205、主梁外侧加固槽钢组件一214,主梁伸缩内管202端部外侧面连接角模支撑槽钢组件二216、底部连接摆腿调节板207和摆腿209;The main beam telescopic outer tube 201 is connected to the secondary beam telescopic inner tube 205, the outer side of the main beam is reinforced channel steel component one 214, the outer side of the main beam telescopic inner tube 202 is connected to the angle mold support channel steel component two 216, and the bottom is connected to the swing leg adjustment plate 207 and swing leg 209;

架体次梁固定连接板226固定连接架体连接板225,架体连接板225连接电机机座槽钢220和防坠器连接板231,电机机座槽钢220连接电机机座连接板229,电机机座连接板229连接主电机5,防坠器连接板231连接防坠器6;防坠器连接板231顶部和电机机座槽钢220底部分别连接有所述导轮组件217;The frame body sub-beam fixed connection plate 226 is fixedly connected to the frame body connection plate 225, the frame body connection plate 225 is connected to the motor frame channel steel 220 and the anti-fall device connection plate 231, the motor frame channel steel 220 is connected to the motor frame connection plate 229, The connecting plate 229 of the motor frame is connected to the main motor 5, and the connecting plate 231 of the anti-dropping device is connected to the anti-dropping device 6; the top of the connecting plate 231 of the anti-dropping device and the bottom of the channel steel 220 of the motor frame are respectively connected with the guide wheel assembly 217;

导轮组件217抱在相应的圆管405上,实现稳定的导向;The guide wheel assembly 217 is held on the corresponding round tube 405 to achieve stable guidance;

主电机5和防坠器6可以在跟上爬升架2安装后,再安装到导向架4上,从而降低了安装的难度,提高了安装的效率;The main motor 5 and the fall arrester 6 can be installed on the guide frame 4 after following the installation of the climbing frame 2, thereby reducing the difficulty of installation and improving the efficiency of installation;

主梁外侧加固槽钢组件一214、角模支撑槽钢组件二216用于支撑模板组件,使得模板组件跟随上爬升架2爬升,从而提高了模板组件爬升的安全性和稳定性;The outer reinforcement channel steel assembly 1 214 of the main beam and the angle formwork support channel steel assembly 2 216 are used to support the formwork assembly, so that the formwork assembly follows the upper climbing frame 2 to climb, thereby improving the safety and stability of the formwork assembly climbing;

当然,摆腿209也是和定位盒13配合使用,而为上爬升架2的爬升提供稳定的支撑。Of course, the swing leg 209 is also used in conjunction with the positioning box 13 to provide stable support for the climbing of the upper climbing frame 2 .

如图20,所述模板组件包括角模板9、角模连接板10、普通模板11,如图12、图20,角模板9包括角模立柱型材901及两端的封头板902,角模板9中间有丝杆构件903,丝杆构件903连接角模连接板10和角模立柱型材901,所述角模收放模板减速机电机12控制丝杆构件903横向收放。As shown in Figure 20, the formwork assembly includes a corner formwork 9, a corner formwork connecting plate 10, and a common formwork 11. As shown in Figures 12 and 20, the corner formwork 9 includes a corner formwork column profile 901 and head plates 902 at both ends. The corner formwork 9 There is a screw member 903 in the middle. The screw member 903 is connected to the angle die connecting plate 10 and the corner die column profile 901. The angle die retractable template reducer motor 12 controls the horizontal retraction of the screw member 903.

如图13和图20,所述丝杆构件903由正反丝杆9031、花键套9032、花键轴9033、滑座支撑块9034、滑座9035、T型螺母9036、连架杆9037、连杆9038、螺母9039组成;13 and 20, the screw member 903 consists of a positive and negative screw 9031, a spline sleeve 9032, a spline shaft 9033, a sliding seat support block 9034, a sliding seat 9035, a T-nut 9036, a connecting rod 9037, Composed of connecting rod 9038 and nut 9039;

所述滑座9035横向固定在角模立柱型材901上,滑座支撑块9034底面限位于滑座9035横向滑轨内,T型螺母9036将正反丝杆9031限位于滑座支撑块9034顶部;正反丝杆9031、花键套9032、花键轴9033依次连接;The sliding seat 9035 is laterally fixed on the corner mold column profile 901, the bottom surface of the sliding seat support block 9034 is limited to the lateral slide rail of the sliding seat 9035, and the T-nut 9036 limits the front and back screw rods 9031 to the top of the sliding seat support block 9034; The positive and negative screw 9031, the spline sleeve 9032, and the spline shaft 9033 are connected in sequence;

顶部的花键轴9033连接角模收放模板减速机电机12的输出轴;螺母9039、连杆9038、连架杆9037依次铰接,正反丝杆9031螺接螺母9039,连杆9038螺接相应的角模连接板10;The spline shaft 9033 at the top is connected to the output shaft of the motor 12 of the angle mold retractable and unloading template reducer; the nut 9039, the connecting rod 9038, and the connecting rod 9037 are hinged in sequence, the positive and negative screw 9031 is screwed with the nut 9039, and the connecting rod 9038 is screwed correspondingly The corner formwork connecting plate 10;

所述角模收放模板减速机电机12工作时,同一正反丝杆9031带动两个上下间隔的螺母9039反向运动。When the motor 12 of the angle die retractable and unloading template reducer is working, the same positive and negative screw rod 9031 drives the two upper and lower spaced nuts 9039 to move in the opposite direction.

在本发明的实施例中,优选,所述角模立柱型材901、角模连接板10、普通模板11为铝合金材质。In the embodiment of the present invention, preferably, the corner mold column profiles 901, the corner mold connecting plates 10, and the common template 11 are made of aluminum alloys.

如图4所示,所述高层建筑爬升浇筑系统进一步包括紧固组件;所述紧固系统包括位于普通模板11背面竖直设置的背楞16和穿过普通模板11的穿墙螺杆15。在浇筑之前,保证模板组件的高度稳定。As shown in FIG. 4 , the high-rise building climbing and pouring system further includes a fastening component; the fastening system includes a back corrugation 16 vertically arranged on the back of the common formwork 11 and a through-wall screw 15 passing through the common formwork 11 . Ensure a high degree of stability of the formwork assembly prior to pouring.

本发明的高层建筑爬升浇筑系统的爬模过程利用了作原理,参看图15-图19,如:当架体在使用工况下时,混凝土浇筑完毕待混凝土强度达到1.2MPa时,拆除加固件和穿墙螺杆,启动角模上的角模收放模板减速机电机收模,待外墙强度达到要求,先将操作平台上升到一定高度,高出上爬升架预留安装位置,将上爬升架的摆腿收起,启动主电机正转,让上爬升架到达预留摆腿安装位置,摆腿吸附机构断电,放开摆腿,将上爬升架落入预留摆腿安装位置,摆腿落位后,根据垂准仪显示调节各个摆腿上的调节螺栓,保证模板组件底部与墙面垂直;The climbing formwork process of the high-rise building climbing and pouring system of the present invention utilizes the principle, referring to Fig. 15-Fig. 19, such as: when the frame body is under the working condition, when the concrete is poured and the strength of the concrete reaches 1.2MPa, the reinforcement is removed. And through the wall screw, start the angle mold retracting and releasing template reducer motor on the angle mold to retract the mold, when the strength of the outer wall meets the requirements, first raise the operating platform to a certain height, and reserve the installation position above the upper climbing frame, and the upper climbing frame will be installed. The swing legs of the frame are retracted, the main motor is turned on, and the upper climbing frame reaches the reserved swing leg installation position. After the swing legs are in place, adjust the adjustment bolts on each swing leg according to the display of the vertical collimator to ensure that the bottom of the formwork assembly is perpendicular to the wall;

启动主电机反转,带动下爬升架爬升,到达下爬升架预留的摆腿安装位置,启动角模收放模板减速机电机,将模板放到规定位置,安装外模板、穿墙螺杆和加固件,即完成整个爬升过程。Start the reverse rotation of the main motor, drive the lower climbing frame to climb, reach the installation position of the swing leg reserved for the lower climbing frame, start the motor of the angle die retractable formwork reducer, put the formwork in the specified position, install the outer formwork, the wall screw and reinforcement , that is, to complete the entire climbing process.

本发明的机构设计,利用了相对运动的原理:上爬升架和主电机相对固定连接,两者同步运动;下爬升架和齿条相对固定连接,两者同步运动;下爬升架不动时,通过主电机带动上爬升架做爬升运动;上爬升架不动时,通过主电机与齿条的作用,让齿条带动下爬升架做爬升运动。The mechanism design of the present invention utilizes the principle of relative motion: the upper climbing frame and the main motor are relatively fixedly connected, and the two move synchronously; the lower climbing frame and the rack are relatively fixedly connected, and the two move synchronously; when the lower climbing frame does not move, The upper climbing frame is driven by the main motor to do the climbing movement; when the upper climbing frame does not move, the rack drives the lower climbing frame to do the climbing movement through the action of the main motor and the rack.

本发明的电梯井爬模系统的操作方法,优选包括步骤:The operation method of the elevator shaft climbing formwork system of the present invention preferably comprises the steps:

a.安装基坑模板,在基坑上预埋上爬升架2摆腿209、下爬升架1摆腿116的定位盒13,并浇筑基坑;a. Install the foundation pit formwork, pre-embed the positioning box 13 of the upper climbing frame 2 swing leg 209 and the lower climbing frame 1 swing leg 116 on the foundation pit, and pour the foundation pit;

b.下爬升架1安装时尺寸要根据电梯井道尺寸调整好再装,要保证四条摆腿116在一个水平面内;b. When the lower climbing frame 1 is installed, the size should be adjusted according to the size of the elevator shaft and then installed, and the four swing legs 116 should be ensured in a horizontal plane;

c.安装导向架4,下爬升架1纵向主梁顶板112与导向架4、导向架底板401之间采用螺栓连接,导向架4的三角架404之间采用螺栓和防松螺母拧紧;c. Install the guide frame 4, the longitudinal main beam top plate 112 of the lower climbing frame 1 and the guide frame 4 and the guide frame bottom plate 401 are connected by bolts, and the tripods 404 of the guide frame 4 are tightened with bolts and locking nuts;

d.上爬升架2和主电机5、防坠器6安装在一起后,装在导向架4上;然后再装入操作平台3和操作平台电机14,接电控箱控制线;d. After the upper climbing frame 2 is installed with the main motor 5 and the anti-fall device 6, it is installed on the guide frame 4;

e.将装好的爬升机组件用行吊放入电梯井道基坑预留好的安装位置,调节下爬升架1的摆腿116的螺栓,保证下爬升架1在同一水平面上,然后调整上爬升架2的摆腿209在同一水平面;e. Put the installed climbing machine assembly into the reserved installation position of the foundation pit of the elevator shaft with a hoist, adjust the bolts of the swing legs 116 of the lower climbing frame 1 to ensure that the lower climbing frame 1 is on the same level, and then adjust the upper The swing legs 209 of the climbing frame 2 are on the same level;

f.将模板组件依次组装起来,其中角模板9与角模连接板10,角模连接板10与普通模板11连接;在角模板9的丝杆构件903上预留安装角模收放模板减速机电机12位置,并调试运行;同时绑扎好电梯井位置的钢筋;f. Assemble the formwork assemblies in turn, wherein the corner formwork 9 is connected to the angle formwork connecting plate 10, and the angle formwork connecting plate 10 is connected to the common formwork 11; on the screw member 903 of the angle formwork 9, the angle formwork retractable formwork deceleration is reserved for installation 12 position of the motor and motor, and debug and run; at the same time, bind the steel bars at the elevator shaft position;

g.在基坑模板上预安装定位盒13,刷脱模剂;g. Pre-install the positioning box 13 on the foundation pit template, and brush the release agent;

h.吊入组装好的模板组件,让角模板9立在上爬升架2的主梁外侧加固槽钢组件一214、角模支撑槽钢组件二216上,并接好角模收放模板减速机电机12控制线,将模板组件调整至浇筑位置;h. Lift the assembled formwork assembly, let the corner formwork 9 stand on the outer side of the main beam of the upper climbing frame 2 to reinforce the channel steel assembly 1 214 and the angle formwork support channel steel assembly 2 216, and connect the angle formwork retractable formwork to decelerate The motor 12 control line adjusts the formwork assembly to the pouring position;

i.安装胶杯、套管,安装外模板并用加固件进行加固;i. Install plastic cups and casings, install outer formwork and reinforce with reinforcements;

j.用垂准仪测垂直度,对垂直度不满足的情况下,要用专用把手调节螺丝,直到满足相应垂直度的要求;j. Use a vertical collimator to measure the verticality. If the verticality is not satisfied, use a special handle to adjust the screw until the corresponding verticality requirements are met;

k.浇筑电梯井位置混凝土,并用振动棒捣实,混凝土浇筑过程中,将模板上对应位置的定位盒13进行预埋固定,固定后的定位盒13作为下方下爬升架1、上爬升架2朝上爬升的固定支撑点;k. Pouring the concrete at the position of the elevator shaft and tamping it with a vibrating rod. During the concrete pouring process, the positioning box 13 at the corresponding position on the template is pre-embedded and fixed, and the fixed positioning box 13 serves as the lower climbing frame 1 and the upper climbing frame 2. Fixed support point for upward climbing;

l.待墙壁达到一定强度时,启动角模收放模板减速机电机12进行收模;l. When the wall reaches a certain strength, start the angle mold retractor motor 12 of the template reducer to retract the mold;

m.启动操作平台电机14,升至底层定位盒13往上500mm处,再启动主电机5正转,将上爬升架2摆腿209提至底层定位盒13处;m. Start the operation platform motor 14, rise to the position 500mm above the bottom positioning box 13, then start the main motor 5 to rotate forward, and lift the swing leg 209 of the upper climbing frame 2 to the bottom positioning box 13;

n.启动主电机5反转,将下爬升架1摆腿116提至第一次预埋上层定位盒13内;n. Start the main motor 5 to reverse, and lift the swing leg 116 of the lower climbing frame 1 to the first pre-embedded upper positioning box 13;

o.再次启动主电机5正转,将上爬升架2摆腿209提至上层定位盒13内;o. Start the main motor 5 to rotate forward again, and lift the swing leg 209 of the upper climbing frame 2 into the upper positioning box 13;

p.再次启动主电机5反转,将下爬升架1摆腿116提至第二次定位盒13内;p. Start the main motor 5 in reverse again, and lift the swing leg 116 of the lower climbing frame 1 into the second positioning box 13;

q.调整摆腿螺栓调节爬升机水平并固定定位盒13;q. Adjust the swing leg bolt to adjust the level of the climber and fix the positioning box 13;

r.启动角模收放模板减速机电机12将模板放至井道尺寸;r. Start the angle mold retracting and releasing template reducer motor 12 to place the template to the hoistway size;

s.调节垂直度,浇筑混凝土,循环往复。s. Adjust the verticality, pour concrete, and cycle back and forth.

其中,图15-图19中,数字30指代电梯井。Among them, in Figures 15-19, numeral 30 refers to the elevator shaft.

以上所述仅为本发明的实施例,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,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。The above descriptions are only the embodiments of the present invention, and are not intended to limit the scope of the patent of the present invention. Any equivalent structures made by using the contents of the description and drawings of the present invention, or directly or indirectly applied in other related technical fields, are the same. Included in the scope of patent protection of the present invention.

Claims (10)

1.一种高层建筑爬升浇筑系统,其特征在于:1. a high-rise building climbing and pouring system is characterized in that: 包括模板组件、爬升机组件、电机组件、定位盒(13),所述模板组件由电机组件控制收放,爬升机组件包括下爬升架(1)、上爬升架(2)、操作平台(3)和导向架(4),模板组件支撑于上爬升架(2)顶部;It includes a template assembly, a climbing machine assembly, a motor assembly, and a positioning box (13), the template assembly is controlled and retracted by the motor assembly, and the climbing machine assembly includes a lower climbing frame (1), an upper climbing frame (2), and an operating platform (3). ) and the guide frame (4), the formwork assembly is supported on the top of the upper climbing frame (2); 爬升机组件爬升时,上爬升架(2)在电机组件动力作用下,沿着导向架(4)上升一个爬升高度,与已浇筑在基坑模板中的定位盒(13)形成一次爬升安装,下爬升架(1)再在电机组件动力作用下,沿着导向架(4)提升至上爬升架(2)上一次爬升安装的定位盒(13)中并形成一次提升安装,此时,高层建筑爬升浇筑系统完成一次爬升。When the climbing machine assembly climbs, the upper climbing frame (2) rises a climbing height along the guide frame (4) under the power of the motor assembly, and forms a climbing installation with the positioning box (13) that has been poured in the foundation pit formwork, The lower climbing frame (1) is then lifted along the guide frame (4) to the positioning box (13) of the previous climbing installation of the upper climbing frame (2) under the power of the motor assembly, and a lifting installation is formed. At this time, the high-rise building The climb pour system completes a climb. 2.根据权利要求1所述的高层建筑爬升浇筑系统,其特征在于:2. high-rise building climbing and pouring system according to claim 1, is characterized in that: 所述爬升机组件还包括防坠器(6)、齿轮、连接导向架(4)的齿条(8),电机组件通过齿轮与齿条(8)相互啮合进行传动;The climbing machine assembly further comprises a fall arrester (6), a gear, and a rack (8) connected to the guide frame (4), and the motor assembly is driven by the gear and the rack (8) meshing with each other; 电机组件包括设置于上爬升架(2)上的用于控制下爬升架(1)和上爬升架(2)爬升的主电机(5)、设置于操作平台(3)上的用于控制操作平台(3)爬升的操作平台电机(14)、设置于模板组件上用于控制模板组件收放的角模收放模板减速机电机(12)。The motor assembly includes a main motor (5) arranged on the upper climbing frame (2) for controlling the climbing of the lower climbing frame (1) and the upper climbing frame (2), and a main motor (5) arranged on the operating platform (3) for controlling the operation An operation platform motor (14) for climbing the platform (3), and an angle die retractable formwork reducer motor (12) arranged on the formwork assembly and used for controlling the formwork assembly to retract. 3.根据权利要求2所述的高层建筑爬升浇筑系统,其特征在于:导向架(4)包括一个导向架底板(401)及多个导向架单体(402),导向架单体(402)包括三脚架(404)、圆管(405)、斜杆(403);三脚架(404)横向连接在圆管(405)上,同一导向架单体(402)的上下相邻的三脚架(404)之间连接有所述的斜杆(403),上下相邻且属于不同导向架单体(402)的三脚架(404)螺接;齿条(8)竖向倚靠连接导向架(4),圆管(405)与上爬升架(2)、操作平台(3)滑动连接。3. The high-rise building climbing and pouring system according to claim 2, wherein the guide frame (4) comprises a guide frame bottom plate (401) and a plurality of guide frame units (402), and the guide frame units (402) Including a tripod (404), a round tube (405), and an inclined rod (403); the tripod (404) is laterally connected to the round tube (405), and the upper and lower adjacent tripods (404) of the same guide frame unit (402) The inclined rods (403) are connected between them, and the tripods (404) that are adjacent to each other up and down and belong to different guide frame units (402) are screwed together; (405) is slidingly connected with the upper climbing frame (2) and the operating platform (3). 4.根据权利要求3所述的高层建筑爬升浇筑系统,其特征在于:操作平台(3)包括操作平台面板(306)、操作平台电机连接板(304)、电机机座连接板槽钢(305)、滚轮组件(312),导向架(4)贯穿操作平台面板(306);4. The high-rise building climbing and pouring system according to claim 3, wherein the operation platform (3) comprises an operation platform panel (306), an operation platform motor connecting plate (304), a motor base connecting plate channel steel (305) ), a roller assembly (312), and the guide frame (4) runs through the operating platform panel (306); 电机机座连接板槽钢(305)与操作平台面板(306)垂直连接,操作平台电机连接板(304)竖向连接在电机机座连接板槽钢(305)上,且操作平台电机(14)连接在操作平台电机连接板(304)上,电机机座连接板槽钢(305)顶端和底端分别设置所述滚轮组件(312),所述滚轮组件(312)上下可滑动地抱在相应的圆管(405)上。The motor frame connecting plate channel steel (305) is vertically connected with the operation platform panel (306), the operation platform motor connecting plate (304) is vertically connected on the motor frame connecting plate channel steel (305), and the operation platform motor (14) ) is connected to the motor connecting plate (304) of the operating platform, the top and bottom ends of the channel steel (305) of the motor base connecting plate are respectively provided with the roller assembly (312), and the roller assembly (312) is slidably held up and down on the on the corresponding round tube (405). 5.根据权利要求3所述的高层建筑爬升浇筑系统,其特征在于:5. high-rise building climbing and pouring system according to claim 3, is characterized in that: 所述下爬升架(1)由横向主梁外管(101)、横向主梁内管(103)、横向主梁内管外侧贴板(104)、T型伸缩臂(105)、纵向主梁伸缩内管(110)、纵向主梁伸缩外管(111)、纵向主梁顶板(112)、支腿调节板(114)、带滚轮的摆腿(116)、横向主梁内管内侧贴板(108);The lower climbing frame (1) is composed of a transverse main beam outer pipe (101), a transverse main beam inner pipe (103), an outer side plate (104) of the transverse main beam inner pipe, a T-shaped telescopic arm (105), a longitudinal main beam Telescopic inner pipe (110), longitudinal main beam telescopic outer pipe (111), longitudinal main beam top plate (112), outrigger adjustment plate (114), swing leg with rollers (116), lateral main beam inner pipe inner side sticker (108); 纵向主梁伸缩内管(110)垂直连接横向主梁外管(101),T型伸缩臂(105)长腿连接横向主梁内管内侧贴板(108)、短腿连接纵向主梁伸缩外管(111),纵向主梁顶板(112)螺接导向架底板(401);The longitudinal main beam telescopic inner pipe (110) is vertically connected to the transverse main beam outer pipe (101), the T-shaped telescopic arm (105) has a long leg connected to the inner side plate (108) of the transverse main beam inner pipe, and a short leg is connected to the longitudinal main beam telescopic outer pipe (108). The pipe (111), the longitudinal main beam top plate (112) is screwed to the guide frame bottom plate (401); 横向主梁内管外侧贴板(104)、横向主梁内管内侧贴板(108)连接在横向主梁内管(103)端部,支腿调节板(114)连接在横向主梁内管(103)底面上,摆腿(116)转动连接横向主梁内管外侧贴板(104)、横向主梁内管内侧贴板(108),摆腿(116)由电机组件控制收放。The outer side veneer (104) of the inner tube of the transverse main beam and the inner side veneer (108) of the inner pipe of the transverse main beam are connected to the end of the inner pipe (103) of the transverse main beam, and the outrigger adjusting plate (114) is connected to the inner pipe of the transverse main beam (103) On the bottom surface, the swing leg (116) is rotatably connected to the outer plate (104) of the inner tube of the transverse main beam and the inner plate (108) of the inner tube of the transverse main beam, and the swing leg (116) is controlled and retracted by the motor assembly. 6.根据权利要求3所述的高层建筑爬升浇筑系统,其特征在于:6. high-rise building climbing and pouring system according to claim 3, is characterized in that: 所述上爬升架(2)包括通过螺栓螺母连接或焊接而成的主梁伸缩外管(201)、主梁伸缩内管(202)、次梁伸缩内管(205)、次梁伸缩外管(206)、摆腿调节板(207)、摆腿(209)、主梁外侧加固槽钢组件一(214)、角模支撑槽钢组件二(216)、导轮组件(217)、电机机座槽钢(220)、架体连接板(225)、用于固定连接次梁伸缩外管(206)的架体次梁固定连接板(226)、电机机座连接板(229)、防坠器连接板(231);The upper climbing frame (2) comprises a main beam telescopic outer pipe (201), a main beam telescopic inner pipe (202), a secondary beam telescopic inner pipe (205), and a secondary beam telescopic outer pipe, which are connected or welded by bolts and nuts. (206), swing leg adjustment plate (207), swing leg (209), main beam outer reinforcement channel steel assembly one (214), angle die support channel steel assembly two (216), guide wheel assembly (217), motor Seat channel steel (220), frame body connecting plate (225), frame sub-beam fixing connecting plate (226) for fixing and connecting the sub-beam telescopic outer tube (206), motor frame connecting plate (229), anti-fall connector plate (231); 主梁伸缩外管(201)连接次梁伸缩内管(205)、主梁外侧加固槽钢组件一(214),主梁伸缩内管(202)端部外侧面连接角模支撑槽钢组件二(216)、底部连接摆腿调节板(207)和摆腿(209);The main beam telescopic outer pipe (201) is connected to the secondary beam telescopic inner pipe (205), the main beam outer reinforcement channel steel component 1 (214), and the outer side surface of the end of the main beam telescopic inner pipe (202) is connected to the angle mold support channel steel component 2 (216), the bottom is connected to the swing leg adjusting plate (207) and the swing leg (209); 架体次梁固定连接板(226)固定连接架体连接板(225),架体连接板(225)连接电机机座槽钢(220)和防坠器连接板(231),电机机座槽钢(220)连接电机机座连接板(229),电机机座连接板(229)连接主电机(5),防坠器连接板(231)连接防坠器(6);防坠器连接板(231)顶部和电机机座槽钢(220)底部分别连接有所述导轮组件(217)。The frame body sub-beam fixing connection plate (226) is fixedly connected to the frame body connection plate (225), the frame body connection plate (225) is connected to the motor frame channel steel (220) and the anti-drop device connection plate (231), the motor frame slot The steel (220) is connected to the motor frame connecting plate (229), the motor frame connecting plate (229) is connected to the main motor (5), the anti-drop device connecting plate (231) is connected to the anti-drop device (6); the anti-drop device connecting plate (231) The guide wheel assembly (217) is respectively connected to the top and the bottom of the motor frame channel steel (220). 7.根据权利要求2-6任意一项所述的高层建筑爬升浇筑系统,其特征在于:7. The high-rise building climbing and pouring system according to any one of claims 2-6, wherein: 所述模板组件包括角模板(9)、角模连接板(10)、普通模板(11),角模板(9)包括角模立柱型材(901)及两端的封头板(902),角模板(9)中间有丝杆构件(903),丝杆构件(903)连接角模连接板(10)和角模立柱型材(901),所述角模收放模板减速机电机(12)控制丝杆构件(903)横向收放。The formwork assembly includes a corner formwork (9), a corner formwork connecting plate (10), and a common formwork (11). The corner formwork (9) includes a corner formwork column profile (901) and head plates (902) at both ends. (9) There is a screw member (903) in the middle, the screw member (903) is connected to the angle die connecting plate (10) and the angle die column profile (901), and the angle die retracting and releasing template reducer motor (12) controls the wire The rod member (903) is retracted laterally. 8.根据权利要求7所述的高层建筑爬升浇筑系统,其特征在于:8. high-rise building climbing and pouring system according to claim 7, is characterized in that: 所述丝杆构件(903)由正反丝杆(9031)、花键套(9032)、花键轴(9033)、滑座支撑块(9034)、滑座(9035)、T型螺母(9036)、连架杆(9037)、连杆(9038)、螺母(9039)组成;The screw member (903) consists of a positive and negative screw (9031), a spline sleeve (9032), a spline shaft (9033), a sliding seat support block (9034), a sliding seat (9035), and a T-type nut (9036). ), connecting rod (9037), connecting rod (9038) and nut (9039); 所述滑座(9035)横向固定在角模立柱型材(901)上,滑座支撑块(9034)底面限位于滑座(9035)横向滑轨内,T型螺母(9036)正反丝杆(9031)限位于滑座支撑块(9034)顶部;正反丝杆(9031)、花键套(9032)、花键轴(9033)依次连接;The sliding seat (9035) is laterally fixed on the angle mold column profile (901), the bottom surface of the sliding seat support block (9034) is limited to the lateral sliding rail of the sliding seat (9035), and the T-nut (9036) connects the positive and negative screw rods (9031) is limited to the top of the sliding seat support block (9034); the forward and reverse screw (9031), the spline sleeve (9032), and the spline shaft (9033) are connected in sequence; 顶部的花键轴(9033)连接角模收放模板减速机电机(12)的输出轴;螺母(9039)、连杆(9038)、连架杆(9037)依次铰接,正反丝杆(9031)螺接螺母(9039),连杆(9038)螺接相应的角模连接板(10);The spline shaft (9033) at the top is connected to the output shaft of the reducer motor (12) of the angle die retractable and unloading template; the nut (9039), the connecting rod (9038), and the connecting rod (9037) are hinged in sequence, and the positive and negative screw rods (9031 ) screw the nut (9039), and the connecting rod (9038) is screwed to the corresponding angle die connecting plate (10); 所述角模收放模板减速机电机(12)工作时,同一正反丝杆(9031)带动两个上下间隔的螺母(9039)反向运动。When the motor (12) of the angle mold retracting and releasing template reducer works, the same positive and negative screw rod (9031) drives the two upper and lower spaced nuts (9039) to move in the opposite direction. 9.根据权利要求8所述的高层建筑爬升浇筑系统,其特征在于:9. high-rise building climbing and pouring system according to claim 8, is characterized in that: 所述高层建筑爬升浇筑系统进一步包括紧固组件;所述紧固系统包括位于普通模板(11)背面竖直设置的背楞(16)和穿过普通模板(11)的穿墙螺杆(15)。The high-rise building climbing and pouring system further comprises a fastening component; the fastening system comprises a back corrugation (16) vertically arranged on the back of the common formwork (11) and a through-wall screw (15) passing through the common formwork (11) . 10.权利要求1所述的高层建筑爬升浇筑系统的操作方法,其特征在于,包括如下步骤:10. The operating method of the high-rise building climbing and pouring system according to claim 1, characterized in that, comprising the steps of: a.安装基坑模板,在基坑上预埋上爬升架摆腿、下爬升架的摆腿的定位盒,并浇筑基坑;a. Install the foundation pit formwork, pre-embed the positioning boxes of the swing legs of the climbing frame and the swing legs of the lower climbing frame on the foundation pit, and pour the foundation pit; b.下爬升架安装时尺寸要根据电梯井道尺寸调整好再装,要保证四条摆腿在一个水平面内;b. The size of the lower climbing frame should be adjusted according to the size of the elevator shaft before installation, and the four swing legs should be in a horizontal plane; c.安装导向架,下爬升架纵向主梁顶板与导向架、导向架底板之间采用螺栓连接,导向架的三角架之间采用螺栓和防松螺母拧紧;c. Install the guide frame, the top plate of the longitudinal main beam of the lower climbing frame and the guide frame and the bottom plate of the guide frame are connected by bolts, and the tripods of the guide frame are tightened with bolts and locking nuts; d.上爬升架和主电机、防坠器安装在一起后,装在导向架上;然后再装入操作平台和操作平台电机,接电控箱控制线;d. After the upper climbing frame is installed with the main motor and the fall arrester, it is installed on the guide frame; then it is installed in the operation platform and the operation platform motor, and the control line of the electric control box is connected; e.将装好的爬升机组件用行吊放入电梯井道基坑预留好的安装位置,调节下爬升架的摆腿的螺栓,保证下爬升架在同一水平面上,然后调整上爬升架的摆腿在同一水平面;e. Put the installed climbing machine assembly into the reserved installation position of the foundation pit of the elevator shaft by means of a hoist, adjust the bolts of the swing legs of the lower climbing frame to ensure that the lower climbing frame is on the same level, and then adjust the height of the upper climbing frame. Swing your legs on the same level; f.将模板组件依次组装起来,其中角模板与角模连接板,角模连接板与普通模板连接;在角模板的丝杆构件上预留安装角模收放模板减速机电机位置,并调试运行;同时绑扎好电梯井位置的钢筋;f. Assemble the formwork components in sequence, in which the corner formwork is connected with the angle formwork connecting plate, and the angle formwork connecting plate is connected with the ordinary formwork; reserve the motor position of the angle die retractable formwork reducer on the screw member of the corner formwork, and debug run; at the same time, tie up the steel bars at the elevator shaft; g.在基坑模板上预安装定位盒,刷脱模剂;g. Pre-install the positioning box on the foundation pit formwork and brush the release agent; h.吊入组装好的模板组件,让角模板立在上爬升架的主梁外侧加固槽钢组件一、角模支撑槽钢组件二上,并接好角模收放模板减速机电机控制线,将模板组件调整至浇筑位置;h. Hoist the assembled formwork assembly, let the angle formwork stand on the outside of the main beam of the upper climbing frame, reinforce the channel steel assembly 1 and the angle formwork support channel steel assembly 2, and connect the angle formwork retractable formwork reducer motor control line , adjust the formwork assembly to the pouring position; i.安装胶杯、套管,安装外模板并用加固件进行加固;i. Install plastic cups and casings, install outer formwork and reinforce with reinforcements; j.用垂准仪测垂直度,对垂直度不满足的情况下,要用专用把手调节螺丝,直到满足相应垂直度的要求;j. Use a vertical collimator to measure the verticality. If the verticality is not satisfied, use a special handle to adjust the screw until the corresponding verticality requirements are met; k.浇筑电梯井位置混凝土,并用振动棒捣实,混凝土浇筑过程中,将模板上对应位置的定位盒进行预埋固定,固定后的定位盒作为下方下爬升架、上爬升架朝上爬升的固定支撑点;k. Pour the concrete at the position of the elevator shaft, and use the vibrating rod to tamper it. During the concrete pouring process, the positioning box at the corresponding position on the template is pre-buried and fixed, and the fixed positioning box is used as the lower climbing frame and the upper climbing frame climbing upward. fixed support point; l.待墙壁达到一定强度时,启动角模收放模板减速机电机进行收模;l. When the wall reaches a certain strength, start the angle mold retracting and releasing template reducer motor to retract the mold; m.启动操作平台电机,升至底层定位盒往上500mm处,再启动主电机正转,将上爬升架摆腿提至底层定位盒处;m. Start the motor of the operating platform, raise it to 500mm above the bottom positioning box, then start the main motor to rotate forward, and lift the swing leg of the upper climbing frame to the bottom positioning box; n.启动主电机反转,将下爬升架摆腿提至第一次预埋上层定位盒内;n. Start the main motor to reverse, lift the swing leg of the lower climbing frame to the first pre-embedded upper positioning box; o.再次启动主电机正转,将上爬升架摆腿提至上层定位盒内;o. Start the main motor to rotate forward again, and lift the swing leg of the upper climbing frame to the upper positioning box; p.再次启动主电机反转,将下爬升架摆腿提至第二次定位盒内;p. Start the main motor to reverse again, and lift the swing leg of the lower climbing frame to the second positioning box; q.调整摆腿螺栓调节爬升机水平并固定定位盒;q. Adjust the swing leg bolt to adjust the level of the climber and fix the positioning box; r.启动角模收放模板减速机电机将模板放至井道尺寸;r. Start the motor of the angle die retracting and releasing formwork reducer to place the formwork to the size of the hoistway; s.调节垂直度,浇筑混凝土,循环往复。s. Adjust the verticality, pour concrete, and cycle back and forth.
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CN113789946A (en) * 2021-09-06 2021-12-14 百盛联合集团有限公司 Elevator shaft construction platform
CN113944335A (en) * 2021-11-04 2022-01-18 广东蕉岭建筑工程集团有限公司 Climbing type material distribution device convenient to operate for hoistway
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CN115045507A (en) * 2022-08-12 2022-09-13 江苏锐鹰机械有限公司 Well support circulation formula concrete spreader that climbs
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CN118292631A (en) * 2024-06-06 2024-07-05 中国二十二冶集团有限公司 Integrated round silo formwork and construction method
CN118292631B (en) * 2024-06-06 2024-08-06 中国二十二冶集团有限公司 Integrated round silo formwork and construction method

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Application publication date: 20201103