阅读说明：本技术 超高层建筑单元式玻璃幕墙吊装施工方法 (Hoisting construction method for unit type glass curtain wall of super high-rise building ) 是由 朱建平 曹留中 袁康 周雷 汪谋龙 于 2019-08-26 设计创作，主要内容包括：本发明提供一种超高层建筑单元式玻璃幕墙吊装施工方法,其通过在超高层建筑的女儿墙和层面板上设置由支撑架、导轨、起吊钢平台和吊装组件构成的吊装系统,施工时利用吊装系统在超高层建筑的外立面直接吊装单元式玻璃幕墙,包括步骤①超高层建筑女儿墙及屋面板设置预埋件；②设置支撑架；③在支撑架上设置导轨；④在支撑架上设置起吊钢平台；⑤设置吊装组件；⑥吊装系统运行调试；⑦安装稳定钢索；⑧利用吊装系统吊装单元板块。本发明提供了超高层建筑单元式玻璃幕墙吊装施工的一种新方法,该方法施工方便安全,能节约施工周期和施工成本。(The invention provides a hoisting construction method of a unit type glass curtain wall of a super high-rise building, which is characterized in that a hoisting system consisting of a support frame, a guide rail, a hoisting steel platform and a hoisting assembly is arranged on a parapet and a deck plate of the super high-rise building, and the unit type glass curtain wall is directly hoisted on an outer vertical surface of the super high-rise building by using the hoisting system during construction; secondly, arranging a support frame; arranging a guide rail on the support frame; fourthly, arranging a lifting steel platform on the support frame; fifthly, arranging a hoisting component; sixthly, the operation and debugging of a hoisting system are carried out; installing a stable steel cable; and hoisting the unit plate by using the hoisting system. The invention provides a novel method for hoisting construction of a unit type glass curtain wall of a super high-rise building, which is convenient and safe in construction and can save construction period and construction cost.)

1. a hoisting construction method for a unit type glass curtain wall of a super high-rise building is characterized by comprising the following steps:

Firstly, the parapet and the roof panel of the super high-rise building are provided with embedded parts: arranging a plurality of embedded irons of support frames in advance on parapet walls and roof boards of the super high-rise buildings according to the positions determined by design;

Secondly, arranging a support frame: each embedded iron setting point of the parapet is provided with 1 truss type supporting structure consisting of 2 vertical supporting beams, 1 transverse supporting beam, 1 oblique supporting beam, 1 outrigger beam and 2 stiffening plates, the truss type supporting structure is welded with embedded iron on the parapet, 1 reinforcing oblique supporting beam is arranged at every 1 truss type supporting structure, the upper end of each reinforcing oblique supporting beam is welded with the truss type supporting structure, and the lower end of each reinforcing oblique supporting beam is welded with embedded iron on a roof panel;

thirdly, a guide rail is arranged on the support frame: the lower ends of all the outrigger beams in the truss type supporting structure are fixedly connected and provided with guide rails by bolts, and lengthened joints of the guide rails are smoothly and tightly connected by connecting plates and connecting bolts;

Fourthly, arranging a hoisting steel platform on the support frame: fixedly arranging hoisting steel platforms on the support frame at positions determined according to design, wherein each hoisting steel platform comprises 2 cross beams, 4 longitudinal beams and 6 connecting support beams; 3 of the 6 connecting support beams are longitudinally welded with 1 at the outer side, the middle part and the upper end of the inner side of the outrigger beam of the 1 truss type supporting structure respectively, and the other 3 of the 6 connecting support beams are longitudinally welded with 1 at the outer side, the middle part and the upper end of the inner side of the outrigger beam of the adjacent 1 truss type supporting structure respectively; 2 longitudinal beams positioned on the outer side of the 2 cross beams and 4 longitudinal beams are welded to form a square frame structure, the other 2 longitudinal beams and the 2 longitudinal beams positioned on the outer side are arranged in parallel and positioned in the middle of the square frame structure, and the inner end and the outer end of each of the 2 longitudinal beams are respectively welded with the 2 cross beams; the lower ends of the 2 longitudinal beams forming the square frame structure are respectively welded with the upper ends of 2 groups of 3 connecting supporting beams;

Set up hoisting assembly: the hoisting component comprises an electric hoist, a pulley, a winch, a steel wire rope and a lifting hook; the electric hoist is movably arranged on the guide rail; 1 pulley is arranged below the middle of each of 2 cross beams of the lifting steel platform; the winch is fixedly arranged on the roof panel through a support which is arranged, and the lifting hook is arranged at the outer end of the steel wire rope; the inner end of the steel wire rope is in transmission connection with the winch after passing through 2 pulleys;

sixthly, operation and debugging of a hoisting system: the supporting frame, the guide rail, the lifting steel platform and the lifting assembly form a lifting system of the unit plate, and before the unit plate is lifted, the lifting system is subjected to no-load operation test debugging;

installing a stable steel cable: hanging 1 steel wire ropes arranged in parallel at two ends of a cross beam of the lifting steel platform positioned at the outer side respectively as stable steel wires, wherein the lower ends of the stable steel wires are connected with a preset ground anchor plate;

hoisting the unit plate by using a hoisting system: shoveling the unit plate onto a platform truck by using a forklift, pushing the unit plate to the lower part of a hoisting steel platform by using the platform truck, hanging a hoisting point on the unit plate with a lifting hook of a hoisting component, arranging a wind rope on the unit plate, starting a winch to start hoisting, connecting an electric hoist with the unit plate when the unit plate is hoisted to a floor needing to be installed, disconnecting the lifting hook from the unit plate after starting the electric hoist, horizontally moving the unit plate to a part where the plate is to be installed by the electric hoist by depending on a guide rail, and then installing, leveling and plugging by using plugs and glue; repeating the steps until the hoisting of the unit plate is finished;

And ninthly, dismantling the hoisting system: the hoisting system is dismantled in the reverse order of installation.

2. The hoisting construction method of the unit type glass curtain wall of the super high-rise building as claimed in claim 1, wherein: in the second step, the truss type supporting structure comprises 2 vertical supporting beams which are arranged inside and outside, wherein the lower ends of the vertical supporting beams positioned on the outer side are welded with the embedded iron on the parapet wall; the outer end of the transverse supporting beam is welded with another piece of embedded iron facing the parapet wall, and 1 stiffening plate is welded below the joint of the transverse supporting beam and the embedded iron; the lower end of the vertical support beam positioned at the inner side is welded with the upper part of the inner end of the transverse support beam; one end of the oblique supporting beam is welded with the inner side of the upper part of the vertical supporting beam positioned at the outer side, the other end of the oblique supporting beam is welded with the combination part of the vertical supporting beam positioned at the inner side and the transverse supporting beam, the extension arm beam is respectively welded with the upper ends of the 2 vertical supporting beams positioned at the outer side and the inner side from the lower part of the middle part and the lower part of the inner side of the extension arm beam, the outer side of the extension arm beam is outwards suspended and extends relative to the parapet wall and the vertical supporting beam positioned at the outer side, and the other 1 stiffening plate is welded on the outer side of the combination part of the; the upper end of the reinforced diagonal bracing beam is welded with the inner side of the upper part of the vertical supporting beam positioned at the inner side in the truss type supporting structure.

3. the hoisting construction method of the unit type glass curtain wall of the super high-rise building as claimed in claim 1 or 2, characterized in that: the vertical supporting beams, the transverse supporting beams and the inclined supporting beams are square steel tubes with the cross section size of 150 multiplied by 6mm and made of Q235B, the reinforced inclined supporting beams are square steel tubes with the cross section size of 100 multiplied by 6mm and made of Q235B, and the cantilever beams are H-shaped steel with the cross section size of HN 250 multiplied by 125 multiplied by 6 multiplied by 9mm and made of Q345B.

4. The hoisting construction method of the unit type glass curtain wall of the super high-rise building as claimed in claim 1 or 2, characterized in that: the guide rail is H-shaped steel made of Q345B material and with HN 200 multiplied by 100 multiplied by 5.5 multiplied by 8 mm; the cross beams, the longitudinal beams and the connecting support beams of the hoisting steel platform are square steel pipes which are 250 multiplied by 150 multiplied by 8mm and are made of Q235B materials.

5. The hoisting construction method of the unit type glass curtain wall of the super high-rise building as claimed in claim 1, wherein: the step (viii) includes the following specific steps:

Firstly, hanging unit plates on the ground in place: shoveling the unit plate block onto a platform truck by using a forklift, installing a stable hook and a hoisting carrying pole on the unit plate block, transporting the plate block to the lower part of a hoisting steel platform by using the platform truck, penetrating a hoisting hanging lug into a water tank of the unit plate block, firmly connecting the hoisting hanging pole with the hoisting hanging pole through a U-shaped buckle, fixing wind holding ropes on two sides of the lower end of the unit plate block, and connecting a lifting hook of a hoisting assembly with the hoisting hanging lug of the unit plate block by using a steel wire rope;

and secondly, hoisting by using a winch: after the unit plate is lifted off the ground, the swing of the plate is controlled through the wind-catching rope, after the unit plate is lifted to an installation floor, the lifting hook of the electric hoist on the guide rail is firmly connected with the hoisting carrying pole through the U-shaped buckle, the hoist is slowly started, then the lifting hook connected with the winch is loosened, the wind-catching rope at the lower end of the unit plate is released, and the unit plate is horizontally moved and transported to an installation position by utilizing the electric hoist and then is seated on the upper notch of the lower unit plate;

thirdly, fine adjustment of unit plates: finely three-dimensionally adjusting the hung unit plates according to a control line which is placed in advance to enable the unit plates to accord with the installation acceptance standard;

Fourthly, inserting a core in the water tank and installing a silicone rubber sheet on the unit plate;

and fifthly, repeating the first step to the fourth step until all the unit plates are completely installed.

Technical Field

The invention relates to a curtain wall construction method, in particular to a hoisting construction method for a unit type glass curtain wall of a super high-rise building.

Background

The unit type glass curtain wall is a peripheral system of a high-grade building appearing in recent years, and is an innovative curtain wall structure gradually formed on the basis of a frame curtain wall. The unitized curtain wall has the advantages of short on-site construction period, strong deformation resistance, good air tightness, good decorative effect and the like, and is widely applied to curtain wall engineering at present. The unit plate of the unit type glass curtain wall is a unit assembly which is manufactured in a factory, wherein the width of the unit plate is determined according to the division of the architectural design effect, and the height of the unit plate is determined according to the height of a floor. The unit plate is provided with 4 hanging points, the lower hanging point is provided with a bearing anti-dropping function, and the long bottom edge hanging point considers the lateral load. The mass of the unit plate is generally 1000kg, and because the plate mass and the volume are both large, the traditional installation and construction methods such as a tower crane and a truck crane are adopted, the construction difficulty is large, the potential safety hazards are many, the construction period is long, the construction cost is high, and the quality is difficult to guarantee, so that a new hoisting construction method for the unit type glass curtain wall is required to be explored.

disclosure of Invention

the purpose of the invention is: the method is convenient and safe for construction, and can save construction period and construction cost.

the technical scheme of the invention is as follows: the invention relates to a hoisting construction method of a unit type glass curtain wall of a super high-rise building, which comprises the following steps:

Firstly, the parapet and the roof panel of the super high-rise building are provided with embedded parts: arranging a plurality of embedded irons of support frames in advance on parapet walls and roof boards of the super high-rise buildings according to the positions determined by design;

Secondly, arranging a support frame: each embedded iron setting point of the parapet is provided with 1 truss type supporting structure consisting of 2 vertical supporting beams, 1 transverse supporting beam, 1 oblique supporting beam, 1 outrigger beam and 2 stiffening plates, the truss type supporting structure is welded with embedded iron on the parapet, 1 reinforcing oblique supporting beam is arranged at every 1 truss type supporting structure, the upper end of each reinforcing oblique supporting beam is welded with the truss type supporting structure, and the lower end of each reinforcing oblique supporting beam is welded with embedded iron on a roof panel;

thirdly, a guide rail is arranged on the support frame: the lower ends of all the outrigger beams in the truss type supporting structure are fixedly connected and provided with guide rails by bolts, and lengthened joints of the guide rails are smoothly and tightly connected by connecting plates and connecting bolts;

fourthly, arranging a hoisting steel platform on the support frame: fixedly arranging hoisting steel platforms on the support frame at positions determined according to design, wherein each hoisting steel platform comprises 2 cross beams, 4 longitudinal beams and 6 connecting support beams; 3 of the 6 connecting support beams are longitudinally welded with 1 at the outer side, the middle part and the upper end of the inner side of the outrigger beam of the 1 truss type supporting structure respectively, and the other 3 of the 6 connecting support beams are longitudinally welded with 1 at the outer side, the middle part and the upper end of the inner side of the outrigger beam of the adjacent 1 truss type supporting structure respectively; 2 longitudinal beams positioned on the outer side of the 2 cross beams and 4 longitudinal beams are welded to form a square frame structure, the other 2 longitudinal beams and the 2 longitudinal beams positioned on the outer side are arranged in parallel and positioned in the middle of the square frame structure, and the inner end and the outer end of each of the 2 longitudinal beams are respectively welded with the 2 cross beams; the lower ends of the 2 longitudinal beams forming the square frame structure are respectively welded with the upper ends of 2 groups of 3 connecting supporting beams;

Set up hoisting assembly: the hoisting component comprises an electric hoist, a pulley, a winch, a steel wire rope and a lifting hook; the electric hoist is movably arranged on the guide rail; 1 pulley is arranged below the middle of each of 2 cross beams of the lifting steel platform; the winch is fixedly arranged on the roof panel through a support which is arranged, and the lifting hook is arranged at the outer end of the steel wire rope; the inner end of the steel wire rope is in transmission connection with the winch after passing through 2 pulleys;

Sixthly, operation and debugging of a hoisting system: the supporting frame, the guide rail, the lifting steel platform and the lifting assembly form a lifting system of the unit plate, and before the unit plate is lifted, the lifting system is subjected to no-load operation test debugging;

Installing a stable steel cable: hanging 1 steel wire ropes arranged in parallel at two ends of a cross beam of the lifting steel platform positioned at the outer side respectively as stable steel wires, wherein the lower ends of the stable steel wires are connected with a preset ground anchor plate;

hoisting the unit plate by using a hoisting system: shoveling the unit plate onto a platform truck by using a forklift, pushing the unit plate to the lower part of a hoisting steel platform by using the platform truck, hanging a hoisting point on the unit plate with a lifting hook of a hoisting component, arranging a wind rope on the unit plate, starting a winch to start hoisting, connecting an electric hoist with the unit plate when the unit plate is hoisted to a floor needing to be installed, disconnecting the lifting hook from the unit plate after starting the electric hoist, horizontally moving the unit plate to a part where the plate is to be installed by the electric hoist by depending on a guide rail, and then installing, leveling and plugging by using plugs and glue; repeating the steps until the hoisting of the unit plate is finished;

and ninthly, dismantling the hoisting system: the hoisting system is dismantled in the reverse order of installation.

the further scheme is as follows: in the second step, the truss type supporting structure comprises 2 vertical supporting beams which are arranged inside and outside, wherein the lower ends of the vertical supporting beams positioned on the outer side are welded with the embedded iron on the parapet wall; the outer end of the transverse supporting beam is welded with another piece of embedded iron facing the parapet wall, and 1 stiffening plate is welded below the joint of the transverse supporting beam and the embedded iron; the lower end of the vertical support beam positioned at the inner side is welded with the upper part of the inner end of the transverse support beam; one end of the oblique supporting beam is welded with the inner side of the upper part of the vertical supporting beam positioned at the outer side, the other end of the oblique supporting beam is welded with the combination part of the vertical supporting beam positioned at the inner side and the transverse supporting beam, the extension arm beam is respectively welded with the upper ends of the 2 vertical supporting beams positioned at the outer side and the inner side from the lower part of the middle part and the lower part of the inner side of the extension arm beam, the outer side of the extension arm beam is outwards suspended and extends relative to the parapet wall and the vertical supporting beam positioned at the outer side, and the other 1 stiffening plate is welded on the outer side of the combination part of the; the upper end of the reinforced diagonal bracing beam is welded with the inner side of the upper part of the vertical supporting beam positioned at the inner side in the truss type supporting structure.

the further scheme is as follows: the vertical support beams, the transverse support beams and the inclined support beams are square steel tubes made of Q235B with the cross-sectional dimension of 150 multiplied by 6mm, the reinforced inclined support beams are square steel tubes made of Q235B with the cross-sectional dimension of 100 multiplied by 6mm, and the cantilever beams are H-shaped steel made of Q345B with the cross-sectional dimension of HN 250 multiplied by 125 multiplied by 6 multiplied by 9 mm.

The further scheme is as follows: the guide rail is H-shaped steel made of Q345B material and having HN 200X 100X 5.5X 8 mm; the cross beams, the longitudinal beams and the connecting support beams of the hoisting steel platform are square steel pipes made of Q235B material with the thickness of 250 multiplied by 150 multiplied by 8 mm.

The further scheme is as follows: the step eight comprises the following specific steps:

firstly, hanging unit plates on the ground in place: shoveling the unit plate block onto a platform truck by using a forklift, installing a stable hook and a hoisting carrying pole on the unit plate block, transporting the plate block to the lower part of a hoisting steel platform by using the platform truck, penetrating a hoisting hanging lug into a water tank of the unit plate block, firmly connecting the hoisting hanging pole with the hoisting hanging pole through a U-shaped buckle, fixing wind holding ropes on two sides of the lower end of the unit plate block, and connecting a lifting hook of a hoisting assembly with the hoisting hanging lug of the unit plate block by using a steel wire rope;

and secondly, hoisting by using a winch: after the unit plate is lifted off the ground, the swing of the plate is controlled through the wind-catching rope, after the unit plate is lifted to an installation floor, the lifting hook of the electric hoist on the guide rail is firmly connected with the hoisting carrying pole through the U-shaped buckle, the hoist is slowly started, then the lifting hook connected with the winch is loosened, the wind-catching rope at the lower end of the unit plate is released, and the unit plate is horizontally moved and transported to an installation position by utilizing the electric hoist and then is seated on the upper notch of the lower unit plate;

Thirdly, fine adjustment of unit plates: finely three-dimensionally adjusting the hung unit plates according to a control line which is placed in advance to enable the unit plates to accord with the installation acceptance standard;

Fourthly, inserting a core in the water tank and installing a silicone rubber sheet on the unit plate;

and fifthly, repeating the first step to the fourth step until all the unit plates are completely installed.

The invention has the positive effects that: (1) according to the construction method for hoisting the unit type glass curtain wall of the super high-rise building, the hoisting system consisting of the support frame, the guide rail, the hoisting steel platform and the hoisting assembly is arranged on the parapet and the deck plate of the super high-rise building, and the unit type glass curtain wall is directly hoisted on the outer vertical surface of the super high-rise building by using the hoisting system during construction, so that the construction is convenient and safe, and the construction period and the construction cost can be saved. (2) According to the hoisting construction method for the unit type glass curtain wall of the super high-rise building, when the hoisting system hoists the unit plate, the construction load is transmitted to the supporting frame through the guide rail and the hoisting steel platform and then transmitted to the parapet and the roof panel, and the hoisting system is clear in stress, safe, reliable, simple in process, economical and reasonable. (3) According to the hoisting construction method of the unit type glass curtain wall of the super high-rise building, the hoisting system is mainly arranged at the top of the super high-rise building, the dependence on a ground construction site is small, and the method is particularly suitable for application occasions with small ground construction sites. (4) The construction method for hoisting the unit type glass curtain wall of the super high-rise building has the advantages of easily mastered construction process, less variety of used materials and convenient installation, and the hoisting system can be provided with a plurality of hoisting points for hoisting at the same time, thereby greatly saving the construction period, accelerating the capital turnover and saving the construction cost.

Drawings

FIG. 1 is a flow chart of a method of the present invention;

FIG. 2 is a schematic plane structure diagram of a hoisting system built on a roof board and a parapet of a super high-rise building according to the invention;

figure 3 is a cross-sectional view of the rail support structure of the hoist system of figure 2;

FIG. 4 is a schematic view of the connection structure of the guide rail and the outrigger beam of the support frame in FIG. 3;

FIG. 5 is a cross-sectional view of the lifting steel platform support structure of FIG. 1;

FIG. 6 is a schematic plan view of the lifting steel platform of FIG. 5.

The reference numbers in the above figures are as follows:

the steel plate comprises a support frame 1, buried irons 11, vertical supporting beams 12, transverse supporting beams 13, inclined supporting beams 14, cantilever beams 15, reinforced inclined supporting beams 16 and stiffening plates 17;

The guide rail 2, the connecting plate 21 and the connecting bolt 22;

the steel lifting platform 3, the cross beam 31, the longitudinal beam 32 and the connecting support beam 33;

the hoisting assembly 4, the electric hoist 41, the pulley 42, the winch 43, the support 43-1, the steel wire rope 44 and the lifting hook 45;

a parapet wall 5; a roof panel 6.

Detailed Description

the present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.

(example 1)

referring to fig. 1 to 6, in the construction method for hoisting the unitized glass curtain wall of the super high-rise building of the embodiment, a support frame 1 is arranged on a parapet wall 5 and a deck plate 6 of the super high-rise building, a guide rail 2 and a hoisting steel platform 3 are arranged on the support frame 1, hoisting assemblies 4 are arranged on the guide rail 2 and the hoisting steel platform 3, the unitized glass curtain wall (hereinafter referred to as a unit plate) is directly hoisted on an outer vertical surface of the super high-rise building during construction, construction load is transmitted to the support frame 1 through the guide rail 2 and the hoisting steel platform 3 and then transmitted to the parapet wall 5 and a roof plate 6, and the construction method is specifically implemented by the following steps:

firstly, the parapet and the roof panel of the super high-rise building are provided with embedded parts: a plurality of embedded irons 11 of a support frame 1 are preset on a parapet 5 and a roof panel 6 of a super high-rise building according to the position determined by design, 1 embedded iron 11 facing the upper part of the parapet 5 and 1 embedded iron 11 facing the inner side of the parapet 5 are respectively arranged at each setting point on the parapet 5, and the concrete structure reference number of the parapet 5 and the roof panel 6 is changed from the conventional C25 to C30 in consideration of the bearing of the parapet 5 and the roof panel 6 during hoisting. In this embodiment, the buried iron 11 is a steel plate with 4 anchor feet arranged below and having the dimensions of 150 × 10mm in length, and the 4 anchor feet are steel bars with phi 12mm and bent feet.

secondly, arranging a support frame: referring to fig. 2 and 3, 1 truss type supporting structure is respectively arranged at each setting point of the embedded iron 11 of the parapet 5, the truss type supporting structure comprises 2 vertical supporting beams 12 arranged inside and outside, 1 transverse supporting beam 13, 1 inclined supporting beam 14, 1 outrigger beam 15 and 2 stiffening plates 17, wherein the lower end of the vertical supporting beam 12 positioned at the outer side is welded with the embedded iron 11 facing the upper part of the parapet 5; the outer end of the cross support beam 13 is welded with the embedded iron 11 facing the inner side of the parapet 5, and 1 stiffening plate 17 is welded below the joint; the lower end of the vertical support beam 12 positioned at the inner side is welded with the upper part of the inner end of the transverse support beam 13; one end of the inclined supporting beam 14 is welded with the inner side of the upper part of the vertical supporting beam 12 positioned at the outer side, the other end of the inclined supporting beam 14 is welded with the joint part of the vertical supporting beam 12 positioned at the inner side and the transverse supporting beam 13, the extending arm beam 15 is respectively welded with the upper ends of the 2 vertical supporting beams 12 positioned at the outer side and the inner side from the lower part of the middle part and the lower part of the inner side of the extending arm beam 15, the outer side of the extending arm beam 15 is outwards suspended and extends relative to the parapet 5 and the vertical supporting beam 12 positioned at the outer side, and 1 stiffening plate 17 is welded on the outer side of the joint part of the middle part of; every 1 truss-like bearing structure of interval of strengthening diagonal brace roof beam 16 sets up 1, strengthen the inboard welding in upper portion of the inboard vertical support beam 12 that is located of diagonal brace roof beam 16's upper end and truss-like bearing structure, strengthen the lower extreme of diagonal brace roof beam 16 and locate the welding of iron 11 that buries on roof boarding 6, strengthen diagonal brace roof beam 16 and play the effect of pushing up and drawing the uninstallation to truss-like bearing structure, can increase the safety and the stability of whole support frame system. In this embodiment, the vertical support beams 12, the horizontal support beams 13, and the diagonal support beams 14 are preferably square steel pipes made of Q235B material and having cross-sectional dimensions of 150 (length) × 150 (width) × 6mm (wall thickness), the reinforcing diagonal support beams 16 are preferably square steel pipes made of Q235B material and having cross-sectional dimensions of 100 (length) × 100 (width) × 6mm (wall thickness), and the outrigger beams 15 are preferably H-shaped steel made of Q345B and having cross-sectional dimensions of 250 × 125 × 6 × 9 mm.

Thirdly, a guide rail is arranged on the support frame: referring to fig. 4, the guide rail 2 is fixedly connected with each outrigger 15 in the truss-type supporting structure by using bolts 22, the lengthened joints of the guide rail 2 are smoothly and tightly connected by connecting plates 21 and connecting bolts 22, and the guide rail 2 is preferably made of H-shaped steel made of Q345B and having a diameter of HN 200 × 100 × 5.5 × 8 mm.

Fourthly, arranging a hoisting steel platform on the support frame: referring to fig. 1, 5 and 6, the lifting steel platforms 3 are arranged at the positions determined by design on the support frame, and each lifting steel platform 3 comprises 2 cross beams 31, 4 longitudinal beams 32 and 6 connecting support beams 33; 3 of the 6 connecting support beams 33 are longitudinally welded 1 on the outer side, the middle part and the upper end of the inner side of the outrigger beam 15 of 1 truss type supporting structure respectively, and the other 3 connecting support beams 33 of the 6 connecting support beams 33 are longitudinally welded 1 on the outer side, the middle part and the upper end of the inner side of the outrigger beam 15 of the adjacent 1 truss type supporting structure respectively; 2 longitudinal beams 32 positioned on the outer side of the 2 cross beams 31 and 4 longitudinal beams 32 are welded to form a square frame structure, the other 2 longitudinal beams 32 are arranged in parallel with the 2 longitudinal beams 32 positioned on the outer side and positioned in the middle of the square frame structure, and the inner end and the outer end of each 2 longitudinal beams 32 are respectively welded with the 2 cross beams 31; the 2 longitudinal beams 32 constituting the square frame structure are welded at their lower ends to the upper ends of 2 groups of 3 connecting support beams 33, respectively. In this embodiment, the cross beams 31, the longitudinal beams 32, and the connecting support beams 33 are preferably square steel pipes of 250 × 150 × 8mm, which are made of Q235B. Obviously, lift by crane steel platform 3 and can set up 1, also can set up a plurality ofly, and it is according to actual hoist and mount construction needs and decide.

set up hoisting assembly: referring to fig. 5 and 6, the hoisting assembly 4 includes an electric block 41, a pulley 42, a hoist 43, a wire rope 44, and a hook 45; the electric hoist 41 is movably arranged on the guide rail 2, and the electric hoist 41 is used for horizontally moving the unit plate which is lifted in place up and down to an installation station during construction; the pulleys 42 are respectively arranged below the middle parts of the 2 cross beams 31 of the lifting steel platform 3 by 1; the winch 43 is fixedly arranged on the roof panel 6 through a support 43-1 which is arranged, and the outer end of the steel wire rope 44 is provided with a lifting hook 45; the inner end of the wire rope 44 is in transmission connection with the winch 43 after the wire rope 44 passes through the 2 pulleys 42. The winch 43, the pulley 42, the steel wire rope 44 and the lifting hook 45 are combined to be used for lifting the unit plate in place in the vertical direction during lifting. In this embodiment, the standard loads of the electric hoist 41 and the hoist 43 are both 3000 kg.

Sixthly, operation and debugging of a hoisting system: the hoisting system of the unit plate block is composed of the support frame 1, the guide rail 2, the hoisting steel platform 3 and the hoisting assembly 4, and in order to guarantee construction and installation, the hoisting system needs to be subjected to an empty load test before use, and the concrete method is as follows: the winch 43 is inching firstly, the operation condition of the winch 43 is checked, a load test is carried out after no abnormality exists, when the lifting height of 1000-1500 kg of heavy objects is about 5m, the operation of the winch 43 is stopped, each connecting point and the support frame 1 are checked, then the emergency stop is carried out ten times, and the comprehensive checking and debugging are carried out.

installing a stable steel cable: two ends of a cross beam 31 of the lifting steel platform 3 positioned at the outer side are respectively hung with 1 steel wire rope arranged in parallel as a stable steel wire rope, and the lower end of the stable steel wire rope is connected with a preset ground anchor plate (not shown in the figure).

Hoisting the unit plate by using a hoisting system: the unit plate is shoveled onto a platform truck by a forklift, the unit plate is pushed to the lower part of a hoisting steel platform 3 by the platform truck, a hoisting hanging point on the unit plate is hung with a lifting hook 45 of a hoisting component 4, a wind rope is arranged on the unit plate, then a winch 43 is started to hoist, the unit plate is connected with an electric hoist 41 when being hoisted to a floor needing to be installed, the lifting hook 45 is separated from the unit plate after the electric hoist 41 is started, the unit plate is horizontally moved to a position where the plate is to be installed by the electric hoist 41 by relying on a guide rail 2, then unit plate installation, leveling, plugging and glue plugging are carried out, and the steps are repeated until the unit plate is hoisted. The specific method in the step comprises the following steps:

The first step is as follows: the unit plate ground is in place and is articulated: the unit plate is shoveled to a platform truck by a forklift, a stable hook and a hoisting carrying pole are installed on the unit plate, the plate is transported to the lower part of a hoisting steel platform 3 by the platform truck, a hoisting hanging lug penetrates into a water tank of the unit plate, the connection with the hoisting carrying pole is firm through a U-shaped buckle, a wind holding rope is fixed on two sides of the lower end of the unit plate, and a lifting hook 45 of a hoisting component 4 is connected with the hoisting hanging lug of the unit plate by a steel wire rope.

The second step is that: hoisting by using a winch 43, controlling the swing of the plate by using an air rope after the unit plate is lifted off the ground, after the unit plate is hoisted to an installation floor, firmly connecting a lifting hook of an electric hoist 41 on the guide rail 2 with a hoisting carrying pole through a U-shaped buckle, slowly starting the hoist, then loosening a lifting hook 45 connected with the winch 43, simultaneously releasing the air rope at the lower end of the unit plate, and horizontally moving and transferring the unit plate to an installation position by using the electric hoist 41 and then sitting the unit plate on an upper notch of the lower unit plate.

The third step: fine adjustment of unit plates: and finely adjusting the hung unit plates in three dimensions according to the control lines placed in advance, so that the unit plates meet the installation acceptance standard.

The fourth step: and (4) inserting a water tank core into the unit plate and installing a silicone rubber.

the fifth step: and repeating the first step to the fourth step until all the unit plates are completely installed.

And ninthly, dismantling the hoisting system: the hoisting system is dismantled in the reverse order of installation.

The above embodiments are illustrative of specific embodiments of the present invention, and are not restrictive of the present invention, and those skilled in the relevant art can make various changes and modifications without departing from the spirit and scope of the present invention to obtain corresponding equivalent technical solutions, and therefore all equivalent technical solutions should be included in the scope of the present invention.