CN107090968A - Integrated form attached lifting scaffold and its elevating method - Google Patents

Abstract

The invention relates to an all-steel integrated outer protective frame for the main body of a high-rise or super high-rise building and an outer wall decoration construction, in particular to an integrated attached lifting scaffold and a lifting method thereof. It includes a number of closed area units surrounded by vertical rods and diagonal tie rods. A number of operating platforms parallel to the horizontal tie rods are installed between the closed area units. A frame unit is provided with two ends that are respectively perpendicular to the horizontal tie rods and the side of the operating platform. The connected vertical pole, the side of the vertical pole close to the floor to be built is connected to the guide rail through the bracket, and the contact surface of the guide rail and the anti-fall gear is composed of several round steels, and the distance between two adjacent round steels is the same as The ruler spacing between two adjacent gears of the anti-falling gear is the same. Its beneficial effect is that it can ensure the load-bearing capacity of the force transmission structure of the lifting mechanism, improve the structural stability of the lifting point of the frame body, and ensure sufficient operating space for the lifting mechanism, so that the force on the guide rail is uniform, and the deformation and failure of the frame body are avoided. stable problem.

Description

Integrated attached lifting scaffold and its lifting method

technical field

The invention relates to the technical field of an all-steel integrated outer protective frame for the main body of a high-rise or super high-rise building and an exterior wall decoration construction, in particular to an integrated attached lifting scaffold and a lifting method thereof.

Background technique

Scaffolding is a general term in the field of construction, and it is a general term in the field of construction. It is mainly used on construction sites for exterior walls, interior decoration or places where the height of the storey is high and cannot be directly constructed. Scaffolding materials usually include bamboo, wood, steel pipe or synthetic materials, etc. At present, scaffolding is also used as a template in some projects. In addition, it is also widely used in advertising, municipal administration, traffic roads and bridges, mines and other fields.

And back to the construction field, in the current high-rise building construction, the external wall scaffolding mostly adopts lifting scaffolding. External scaffolding is a variety of brackets set up on the construction site for workers' peripheral construction operations and to solve the peripheral protection. It refers to the construction site used on the external wall or the place with a high floor height that cannot be directly constructed. For the construction workers to work up and down or the peripheral safety net Protection and high-altitude installation components, etc.

Some of the existing external scaffolding equipment contains too much steel, which wastes materials and increases costs (for example, two 80mm×40mm rectangular tubes are used for the vertical poles of the frame and are connected with bolts to contain 2 to 1), while some equipment contain too little steel. Insufficient rigidity, the frame body is easy to bend and deform (for example, one 80mm×40mm rectangular tube is used for the frame body pole), and the appearance and safety are poor. The lower lifting part of the outer scaffold is assembled with multiple rods and multiple bolts, which is complex, labor-intensive and easy to wear and tear. The upper and lower longitudinal horizontal bars of the horizontal support truss are welded together with the vertical bars and the oblique supports, which is poor in practicability, inflexible, and consumes steel. The lifting mechanism adopts an upside-down electric hoist, which requires manual handling of a layer of electric hoist for each layer of lifting, which is labor-intensive; and the existing lifting scaffolds cannot guarantee the load-bearing capacity of the force transmission structure of the lifting mechanism, resulting in poor structural stability at the lifting point of the frame , and it cannot guarantee to provide enough operating space for the lifting mechanism, resulting in deformation and instability on one side of the guide rail due to concentrated and uneven force. Therefore, in response to the above problems, we have developed a scaffold that can ensure the load-bearing capacity of the lifting mechanism's force transmission structure, improve the structural stability of the lifting point of the frame, and ensure sufficient operating space for the lifting mechanism, so that the force on one side of the guide rail is even, avoiding the Body deformation and instability problems.

Contents of the invention

The purpose of the present invention is to solve the above-mentioned problems in the prior art, to provide a scaffold that can ensure the load-bearing capacity of the force transmission structure of the lifting mechanism, improve the structural stability of the lifting point of the frame body, and ensure sufficient operation of the lifting mechanism Space, so that the force on one side of the guide rail is even, avoiding the deformation and instability of the frame.

The integrated attached lifting scaffold includes several closed area units surrounded by vertical rods 1 and diagonal stay rods 2, a pair of closed area units form a frame unit 3, and several frame units 3 form the scaffold body, and several frame bodies The upper end of the unit 3 is equipped with a horizontal pull rod 4; a number of operating platforms 5 parallel to the horizontal pull rod 4 are installed between the closed area units, and it is characterized in that: there are two ends between the frame unit 3 The vertical pole 6 vertically connected with the side of the horizontal tie rod 4 and the operation platform 5 respectively, the side of the vertical pole 6 close to the floor to be built is connected with the U-shaped guide rail 8 through the Z-shaped bracket 7, and the U-shaped guide rail 8 is connected with the anti-falling The surface contacted by the gears is composed of several round steels, and the distance between two adjacent round steels is the same as the distance between two adjacent gears of the anti-falling gear; An upper hanger 9 is movably connected between the vertical pole on the upper side and the side of the U-shaped guide rail 8 through bolts, and between the vertical pole on the lower side of the lower side of the integrated attached lifting scaffold body and the side of the U-shaped guide rail 8 near the floor to be built. The lower hanger 10 is movably connected with bolts, and the upper hanger 9 and the lower hanger 10 are connected with the wall-attached hanging seat 11 and the power unit through chains.

The upper hanger 9 includes an upper horizontal chord 901 and a lower horizontal chord 902, the center position between the upper horizontal chord 901 and the lower horizontal chord 902 is connected with a vertical vertical rod 903, and the upper horizontal chord 901 and the lower horizontal chord 902 are connected with each other. Between the lower horizontal chords 902 and on both sides of the vertical vertical rods 903 are symmetrically provided inclined webs 904, and both ends of the upper horizontal chord 901 and the lower horizontal chord 902 are provided with connecting plates with threaded holes 905, a bolt mounting hole 906 is welded at the center of the lower horizontal chord 902, a cantilever boom 907 is connected through the bolt mounting hole 906, a clip spring 908 is installed above the cantilever boom 907, and a horizontal chord 901 is installed at the lower end. , The lower horizontal chord 902 is vertically provided with a lifting plate structure 909 with bolt holes.

The center of the lower horizontal chord 902 is provided with a vertical vertical rod 903 and a vertical connecting rod, and the connecting rod is provided with a bolt mounting hole 906, and a reinforcing rib is arranged between the vertical vertical rod 903 and the connecting rod.

The lower hanger 10 includes a first horizontal chord 1001 and a second horizontal chord 1002. Both ends of the first horizontal chord 1001 are welded with first connecting plates 1004, and the two ends of the second horizontal chord 1002 are welded. The ends are welded with a second connecting plate 1005, and the first connecting plate 1004 and the second connecting plate 1005 are provided with connecting bolt holes 1006, and the first horizontal chord 1001 and the second horizontal chord 1002 are provided with Two left and right symmetrical oblique web bars 1007; the connection between the vertical support bar 1003 and the first horizontal chord bar 1001 is provided with a third connecting plate 1008, and above the third connecting plate 1008 is provided with the vertical support bar 1003 The two lifting vertical plates 1009 are perpendicular to each other, and the two lifting vertical plates 1009 are parallel to each other, and the two lifting vertical plates 1009 are provided with installation holes 1010 .

The connection between the vertical support bar 1003 and the second horizontal chord 1002 is provided with a fourth connecting plate 1011, and the connection between the two oblique web bars 1007 and the second horizontal chord 1002 is provided with a fifth connecting plate 1012 , increasing the strength of the structure.

The vertical main frame of the frame unit 3 is equipped with a power device, the power device is an electric hoist, the upper end of the chain on it is connected with the lifting plate structure 909 and the lower end is connected with the hook, and the hook is connected with the installation hole 1010. When adjusting When the integrated attached lifting scaffolding lifts the range, it only needs to change the connection and fixation of the chain and the building structure, and there is no need to move the electric hoist up and down, saving time and effort.

The outer row poles of the frame unit 3 are equipped with punched steel protective nets, the horizontal frame of the punched steel protective net adopts a rectangular tube of 20×20×2mm, and the vertical frame adopts a rectangular tube of 30×20×2mm , the thickness of the perforated steel protective net is 0.8mm, and its surface is treated with PVC dipping or spray paint, and each piece of protective net has four bolt connections through the connecting seat, pin shaft and vertical pole 1, so that the perforated steel protective net It can withstand a normal thrust of at least 300N at any position, so that the perforated plate protective net will not be deformed and can be easily disassembled.

The frame unit 3 is close to the U-shaped guide rail 8 of the floor to be built and the reserved hole of the floor to be built. Two M30 wall-through bolts are used to install the wall-attached guide seat, and the two ends of the wall-through bolts are respectively installed with 100mm×100mm A spacer × 10mm, two nuts, and all the unloading top supports are tightened to unload on the anti-fall crosspiece of the U-shaped guide rail 8 to prevent the frame from being unstable and overturning, so as to realize the integrated attachment of the lifting scaffold body and The building structure is connected into an integrated structure, which makes the integrated attached lifting scaffold body more stable.

Both sides of the wall-attached guide seat are provided with guide roller devices, and the rollers forming the guide roller device are clamped in the U-shaped grooves forming the U-shaped guide rail 8, which rotate with the rotation of the anti-falling gear, ensuring the integrated The stability of the attached lifting scaffold body prevents the shaking and overturning of the integrated attached lifting scaffold body.

The lifting method of the integrated attached lifting scaffold is characterized in that it comprises the following steps: A. A U-shaped guide rail 8 is installed on the integrated attached lifting scaffold body corresponding to the position of the attached wall guide seat, and the integrated attached lifting scaffold is bolted. The body is fixedly connected with each U-shaped guide rail 8; B. The wall-attached guide seat and the building structure are reliably connected with the wall-through bolt; C. A lifting mechanism is installed between each U-shaped guide rail 8 and the vertical pole, and then the The lifting chain and the wall-attached hanging seat are connected by bolts, and then two M30 wall-through bolts are used to reliably connect the corresponding wall-attached hanging seat and the building structure; D. Simultaneously start all the electric chain hoists of the lifting mechanism, Move the frame up as a whole; when the bottom of the frame reaches the bottommost wall-attached guide seat, remove the lifting chain from the pull rod on the bottommost wall-attached hanging seat and connect it to the attached wall on the upper floor In the connecting hole of the pull rod on the hanging seat; then remove the bottommost wall-attached guide device and install it on the topmost building structure located on the corresponding guide rail, and cooperate with the corresponding guide rail at the same time; E. With the height of the building increase, repeat step D, and the construction of the whole building can be completed.

Compared with the prior art, the beneficial effects of the present invention are as follows: 1. The contact surface of the U-shaped guide rail 8 and the anti-falling gear is composed of several round steels, and the distance between two adjacent round steels is adjacent to the anti-falling gear The distance between the two gears is the same, which is convenient for the anti-fall gear in the wall-attached support guide to attach to the guide rail, and the anti-fall effect is good; 2. The chain is divided into two sections through the wall-attached hanging seat, and the upper hanger The top of the upper horizontal chord 901 is provided with a triangular reinforced structure, so that when the frame moves up and down as a whole, the force on the side of the guide rail and the vertical rod is uniform, and the problems of deformation and instability of the frame are avoided; three, and Both ends of the upper horizontal chord and the lower horizontal chord are equipped with connecting plates, which play a role of strengthening and supporting the inner row of the main frame and the vertical rod of the lifting point frame frame; 4. The roller clips that form the guide roller device Connected in the U-shaped groove that forms the U-shaped guide rail 8, it rotates with the rotation of the anti-drop gear, which ensures the stability of the integrated attached lifting scaffold body and prevents the integrated attached lifting scaffold body from shaking and overturning.

Description of drawings

Fig. 1 is a structural schematic diagram of the present invention.

Fig. 2 is the rear view of accompanying drawing 1.

Figure 3 is a schematic structural view of the upper hanger.

Fig. 4 is a left side view of Fig. 3 .

Figure 5 is a schematic structural view of the lower hanger.

Fig. 6 is a left side view of Fig. 5 .

Fig. 7 is a schematic diagram of the connection between the frame and the building structure.

Fig. 8 is a partially enlarged view of the guide rail.

In the figure: a vertical rod 1, a diagonal rod 2, a frame unit 3, a horizontal rod 4, an operating platform 5, a vertical rod 6, a Z-shaped bracket 7, a U-shaped guide rail 8, an upper hanger 9, a lower hanger 10, Attached wall hanging seat 11, upper horizontal chord 901, lower horizontal chord 902, vertical pole 903, inclined web 904, connecting plate 905, bolt hole 906, cantilever suspender 907, compression spring 908, lifting plate Structure 909, first horizontal chord 1001, second horizontal chord 1002, vertical support rod 1003, first connecting plate 1004, second connecting plate 1005, connecting bolt holes 1006, diagonal web bar 1007, third connecting plate 1008 , lifting vertical plate 1009 , mounting hole 1010 , fourth connecting plate 1011 , fifth connecting plate 1012 .

detailed description

The structure of the present invention and its beneficial effects will be further described below according to accompanying drawings 1 , 2 , 3 , 4 and 5 .

Example 1

The integrated attached lifting scaffold, as shown in Figure 1, includes a number of closed area units surrounded by vertical rods 1 and diagonal stay rods 2, a pair of closed area units form a frame unit 3, and several frame units 3 form a scaffold The main body, and the upper ends of several frame units 3 are equipped with horizontal pull rods 4; a number of operating platforms 5 parallel to the horizontal pull rods 4 are installed between the closed area units, and a frame unit 3 is provided with The two ends are respectively vertically connected to the vertical rod 6 of the horizontal pull rod 4 and the side of the operating platform 5. The side of the vertical rod 6 close to the floor to be built is connected with the U-shaped guide rail 8 through the Z-shaped bracket 7, and the U-shaped guide rail 8 is connected with the U-shaped guide rail 8. The contact surface of the anti-falling gear is composed of several round steels, and the distance between two adjacent round steels is the same as the distance between two adjacent gears of the anti-falling gear, which is convenient for the anti-falling gear in the support guide seat attached to the wall Attached to the guide rail, the anti-drop effect is good.

An upper hanger 9 is movably connected between the vertical pole of the upper side of the integrated attached lifting scaffold body close to the floor to be built and the side of the U-shaped guide rail 8, and the integrated attached lifting scaffold body is close to the lower side of the floor to be built. The vertical pole on the side and the side of the U-shaped guide rail 8 are movably connected with the lower hanger 10 by bolts, and the upper hanger 9 and the lower hanger 10 are connected with the wall hanging seat and the power unit by a chain, and the chains The hanging seat attached to the wall is divided into two sections, and a triangular reinforcement structure is provided above the upper horizontal chord 901 of the upper hanger, so that when the whole frame moves up and down, the side of the guide rail and the vertical rod are evenly stressed, and The problems of deformation and instability of the frame body are avoided.

The upper hanger 9 includes an upper horizontal chord 901 and a lower horizontal chord 902, the center position between the upper horizontal chord 901 and the lower horizontal chord 902 is connected with a vertical vertical rod 903, and the upper horizontal chord 901 and the lower horizontal chord 902 are connected with each other. Between the lower horizontal chords 902 and on both sides of the vertical vertical rods 903 are symmetrically provided inclined webs 904, and both ends of the upper horizontal chord 901 and the lower horizontal chord 902 are provided with connecting plates with threaded holes 905, a bolt mounting hole 906 is welded at the center of the lower horizontal chord 902, a cantilever boom 907 is connected through the bolt mounting hole 906, a clip spring 908 is installed above the cantilever boom 907, and a horizontal chord 901 is installed at the lower end. , The lower horizontal chord 902 is vertically provided with a lifting plate structure 909 with bolt holes.

The center of the lower horizontal chord 902 is provided with a vertical connecting rod 903 vertically, and the connecting rod is provided with a bolt mounting hole 906, and a reinforcing rib is provided between the vertical vertical rod 903 and the connecting rod. The vertical rods in the main frame and the vertical rods of the lifting point frame play a role in strengthening and supporting.

The lower hanger 10 includes a first horizontal chord 1001 and a second horizontal chord 1002. Both ends of the first horizontal chord 1001 are welded with first connecting plates 1004, and the two ends of the second horizontal chord 1002 are welded. The ends are welded with a second connecting plate 1005, and the first connecting plate 1004 and the second connecting plate 1005 are provided with connecting bolt holes 1006, and the first horizontal chord 1001 and the second horizontal chord 1002 are provided with Two left and right symmetrical oblique web bars 1007; the connection between the vertical support bar 1003 and the first horizontal chord bar 1001 is provided with a third connecting plate 1008, and above the third connecting plate 1008 is provided with the vertical support bar 1003 The two lifting vertical plates 1009 are perpendicular to each other, and the two lifting vertical plates 1009 are parallel to each other, and the two lifting vertical plates 1009 are provided with installation holes 1010 .

The connection between the vertical support bar 1003 and the second horizontal chord 1002 is provided with a fourth connecting plate 1011, and the connection between the two oblique web bars 1007 and the second horizontal chord 1002 is provided with a fifth connecting plate 1012 , increasing the strength of the structure.

The vertical main frame of the frame unit 3 is equipped with a power device, the power device is an electric hoist, the upper end of the chain on it is connected with the lifting plate structure 909 and the lower end is connected with the hook, and the hook is connected with the installation hole 1010. When adjusting When lifting the lifting range of the scaffolding, it is only necessary to change the connection between the chain and the building structure, and there is no need to move the electric hoist up and down, saving time and effort.

The outer frame of the frame unit 3 is equipped with a punched steel protective net, the horizontal frame of the punched steel protective net adopts a rectangular tube of 20 × 20 × 2mm, and the vertical frame adopts a rectangular tube of 30 × 20 × 2mm. The thickness of the perforated steel protective net is 0.8mm, and its surface is treated with PVC dipping or spray paint, and each piece of protective net has four bolt connections through the connecting seat, pin shaft and vertical pole 1, so that the perforated steel protective net Any position can withstand a normal thrust of at least 300N, so that the perforated steel mesh will not be deformed and easy to disassemble, and the whole frame has anti-corrosion, anti-rust, acid and alkali resistance, moisture-proof, insulation, aging resistance, Environmental protection, long life characteristics.

As shown in Figure 8, the U-shaped guide rail 8 is composed of round steel, U-shaped channel steel arranged on both sides of the round steel and rectangular tubes arranged between the U-shaped channel steel, and the U-shaped channel steel is provided with The rollers of the guide seat attached to the wall cooperate with the reserved holes for the connection, which ensures the stability of the integrated attached lifting scaffold body and prevents the integrated attached lifting scaffold body from shaking and overturning.

The lifting method of the integrated attached lifting scaffold is characterized in that it comprises the following steps: A. A U-shaped guide rail 8 is installed on the integrated attached lifting scaffold body corresponding to the position of the attached wall guide seat, and the integrated attached lifting scaffold is bolted. The body is fixedly connected with each U-shaped guide rail 8. B. The wall-attached guide seat and the building structure are reliably connected with the wall-through bolts; C. A lifting mechanism is installed between each U-shaped guide rail 8 and the vertical pole, and then the lifting mechanism is installed. The heavy chain and the wall hanging seat are connected by bolts, and then two M30 wall bolts are used to reliably connect the corresponding wall hanging seat and the building structure; D. Simultaneously start all the electric chain hoists of the lifting mechanism, so that The frame moves up as a whole; when the bottom of the frame reaches the wall-attached guide seat at the bottom, remove the lifting chain from the pull rod on the bottom wall-attached hanging seat and connect it to the wall-attached crane on the upper floor. In the connecting hole of the pull rod on the hanging seat; then remove the bottommost wall-attached guide seat and install it on the topmost building structure located on the corresponding guide rail, and cooperate with the corresponding guide rail at the same time; E. As the height of the building increases , and repeat step D to complete the construction of the whole building.

As shown in Figure 3, since the chain is divided into two sections through the wall-attached hanging seat, that is, the middle part of the chain and the wall-attached hanging seat are movably connected by bolts, and the top of the upper horizontal chord 901 of the upper hanger A triangular reinforced structure is provided, so that when the frame moves up and down as a whole, the force on the guide rail and the side of the vertical pole is even, and the problems of deformation and instability of the frame are avoided.

The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. For those skilled in the art, the present invention may have various modifications and changes. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included within the protection scope of the present invention.

Claims (9)

1. Integrated attached lifting scaffolding, including several closed area units surrounded by vertical rods (1) and diagonal stay rods (2), a pair of closed area units form a frame unit (3), and several frame units (3) ) form the scaffolding body, and the upper ends of several frame units (3) are equipped with horizontal pull rods (4); between the closed area units are installed a number of operating platforms (5) parallel to the horizontal pull rods (4), It is characterized in that: a vertical vertical rod (6) vertically connected to the side of the horizontal pull rod (4) and the operation platform (5) at both ends is arranged between the frame body unit (3), and the vertical vertical rod ( 6) The side near the floor to be built is connected to the U-shaped guide rail (8) through the Z-shaped bracket (7). The distance between the steel is the same as the distance between the adjacent two gears of the anti-falling gear; the vertical pole on the upper side of the scaffold body near the floor to be built and the side of the U-shaped guide rail (8) are movable by bolts The upper hanger (9) is connected, and the lower hanger (10) is movably connected with the lower hanger (10) by bolts between the vertical upright bar on the lower side of the scaffold body near the floor to be built and the side of the U-shaped guide rail (8), and the upper hanger (9) It is connected with the lower hanger (10) by a chain with the hanging seat attached to the wall and the power unit. 2. The integrated attached lifting scaffold according to claim 1, characterized in that: the upper hanger (9) includes an upper horizontal chord (901) and a lower horizontal chord (902), and the upper horizontal chord (901 ) and the center position between the lower horizontal chord (902) is connected with a vertical vertical rod (903), between the upper horizontal chord (901) and the lower horizontal chord (902), two vertical vertical rods (903) The side is symmetrically provided with inclined webs (904), and both ends of the upper horizontal chord (901) and the lower horizontal chord (902) are provided with connecting plates (905) with threaded holes, and the lower horizontal chord A bolt mounting hole (906) is welded at the center of the rod (902), and a cantilever boom (907) is connected through the bolt mounting hole (906). A compression spring (908) is installed above the cantilever boom (907), and a A lifting plate structure (909) provided with bolt holes perpendicular to the upper horizontal chord (901) and the lower horizontal chord (902). 3. The integrated attached lifting scaffold according to claim 2, characterized in that: the center of the lower horizontal chord (902) is provided with a vertical connecting rod (903) vertical, and the connecting rod is provided with Bolt mounting holes (906), and reinforcing ribs are provided between the vertical poles (903) and the connecting rods. 4. The integrated attached lifting scaffold according to claim 1, characterized in that: the lower hanger (10 includes a first horizontal chord (1001), a second horizontal chord (1002), and the first Both ends of the horizontal chord (1001) are welded with a first connecting plate (1004), both ends of the second horizontal chord (1002) are welded with a second connecting plate (1005), and the first connecting plate (1004) , The second connecting plate (1005) is provided with connecting bolt holes (1006), and two left and right symmetrical diagonal bars ( 1007); the connection between the vertical support bar (1003) and the first horizontal chord (1001) is provided with a third connecting plate (1008), and the top of the third connecting plate (1008) is provided with the vertical support bar (1003) Two lifting vertical plates (1009) perpendicular to each other, the two lifting vertical plates (1009) are parallel to each other, and the two lifting vertical plates (1009) are all provided with mounting holes (1010). 5. The integrated attached lifting scaffold according to claim 4, characterized in that: the connection between the vertical support rod (1003) and the second horizontal chord (1002) is provided with a fourth connecting plate (1011), A fifth connecting plate (1012) is provided at the joint between the two oblique web bars (1007) and the second horizontal chord bar (1002). 6. The integrated attached lifting scaffold according to claim 1, characterized in that: a power device is installed on the vertical main frame of the frame unit (3), the power device is an electric hoist, and the upper end of the chain on it is connected to the The lower end of the lifting plate structure (909) is connected to the hook, and the hook is connected to the installation hole (1010). 7. The integrated attached lifting scaffold according to claim 1, characterized in that: the outer row of vertical poles of the frame unit (3) is equipped with a perforated steel protective net, and the horizontal frame of the perforated steel protective net Rectangular tube 20×20×2mm is used, the vertical frame is rectangular tube 30×20×2mm, the thickness of the punched steel protective net is 0.8mm, the surface is treated with PVC dipping or spray paint, and each piece of punched steel protective net There are four bolt connections through the connecting seat, the pin shaft and the vertical rod 1, so that the perforated steel fence can bear a normal thrust of at least 300N at any position. 8. The integrated attached lifting scaffold according to claim 1, characterized in that: the chains are divided into two sections through the wall-attached hanging seat, and the upper horizontal chord (901) of the upper hanger is provided with Triangular reinforced structure. 9. The lifting method of the integrated attached lifting scaffold is characterized in that it includes the following steps: A. Install a U-shaped guide rail 8 on the integrated attached lifting scaffold body corresponding to the position of the attached wall guide seat, and bolt the integrated attached The lifting scaffold body is fixedly connected with each U-shaped guide rail 8. B. The wall-attached guide seat and the building structure are reliably connected with the wall bolts; C. A lifting mechanism is installed between each U-shaped guide rail 8 and the vertical pole, and then Connect the lifting chain and the wall-attached hanger through bolts, and then use two M30 wall-through bolts to reliably connect the corresponding wall-attached hanger and the building structure; D. Simultaneously start all the electric chain hoists of the lifting mechanism , so that the whole frame moves up; when the bottom of the frame reaches the bottommost wall-attached guide seat, remove the lifting chain from the pull rod on the bottommost wall-attached hanging seat, and connect it to the attached wall guide seat on the upper floor. The connecting hole of the pull rod on the wall hanging seat; then remove the bottommost wall-attached guide seat and install it on the topmost building structure located on the corresponding guide rail, and cooperate with the corresponding guide rail at the same time; E. With the building As the height increases, step D is repeated to complete the construction of the whole building.