CN211421802U

CN211421802U - High-rise building construction machinery

Info

Publication number: CN211421802U
Application number: CN201920783679.4U
Authority: CN
Inventors: 屈立波
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-05-28
Filing date: 2019-05-28
Publication date: 2020-09-04
Anticipated expiration: 2029-05-28

Abstract

The utility model relates to a high-rise building construction machine, which uses a support rod poured inside the wall body of a building to pass through a straight-through hydraulic jack fixed at the bottom of a stand column; the top end of the upright post is connected with a fixed hydraulic oil cylinder; the outer side of the upright post is connected with a sliding clamping piece which is connected with an outer eccentric post a; the inner side of the upright post is connected with a sliding clamping piece, the sliding clamping piece is connected with an inner eccentric post b, and the top end of the inner eccentric post b is connected with a hydraulic oil cylinder. The utility model has the self-lifting function, arranges the mechanical shape according to the characteristics of the building, supports the template by means of the firm structural strength, and ensures that the template operation becomes simple and rapid; when the floor is constructed, the construction is not influenced by the internal structure of the machine, and the auxiliary effect on the construction of the floor can be achieved; and the machine is provided with a plurality of layers of construction operation platforms, so that the machine has strong functions and is safe.

Description

High-rise building construction machinery

Technical Field

The utility model relates to a construction machinery especially relates to a high-rise building construction machinery in the building construction machinery field.

Background

The high-rise building is a residential building with the building height of more than 27m and a non-single-storey factory building, a warehouse and other civil buildings with the building height of more than 24 m; when the existing high-rise building is constructed, a scaffold, a truss, an operation platform and the like are needed to assist construction, but in the existing specification, no more detailed regulations are provided for the erection and use requirements of the structure, the randomness of erection of the scaffold, the truss and the operation platform is also high, and the construction safety is also uneven; the existing scaffold, truss and operation platform do not have the functions of rising and lowering, are inconvenient to use, and are complex to install and dismantle, so that the construction efficiency of the high-rise building is low.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a high-rise building construction machinery to solve above-mentioned technical problem.

The utility model discloses a solve above-mentioned technical problem, adopt following technical scheme to realize:

a high-rise building construction machine comprises a support rod, a stand column, a through hydraulic jack, a hydraulic oil cylinder, a sliding clamping piece, an eccentric column, a truss, a scaffold board, a safety fence, a scaffold, an enclosing purlin stand column, an adjusting screw rod, an enclosing purlin cross arm, an enclosing purlin, a roller frame, a roller and a template; a support rod poured inside the building wall body passes through a feed-through hydraulic jack fixed at the bottom of the upright post; the top end of the upright post is connected with a fixed hydraulic oil cylinder; the outer side of the upright post is connected with a sliding clamping piece which is connected with an outer eccentric post; the inner side of the upright post is connected with a sliding clamping piece, the sliding clamping piece is connected with an inner eccentric post, and the top end of the inner eccentric post is connected with a hydraulic oil cylinder; the outer eccentric column is connected with an outer truss, two layers of scaffold boards are laid on the upper portion and the lower portion of the outer truss, one side, away from a wall, of the outer truss is connected with a safety fence, a lifting scaffold is connected to the lower portion of the outer truss, one side of the wall is connected with an outer purlin upright post, the outer purlin upright post is provided with an enclosing purlin adjusting screw rod, the outer purlin upright post is connected with an enclosing purlin cross arm, the enclosing purlin cross arm is connected with an enclosing purlin, the enclosing purlin is connected with an outer roller carrier; interior eccentric post connects interior truss, and two-layer scaffold board is laid from top to bottom to interior truss, keeps away from wall one side and connects the security fence, and the scaffold frame is connected to the below, encloses the purlin stand in wall one side is connected, and interior purlin stand is provided with encloses purlin accommodate the lead screw, encloses the purlin cross arm in enclosing the purlin stand connection, encloses the purlin cross arm connection and encloses the purlin, encloses the interior gyro wheel frame of purlin connection, installs a plurality of gyro wheels on the interior gyro wheel frame.

Preferably, the upright column is connected with the straight-through hydraulic jack, and the upward lifting force of the straight-through hydraulic jack is transmitted to drive the machine to move upwards; the outer eccentric column is hinged and fixed with the sliding clamping piece, and the sliding clamping piece clamps one side of the upright column to limit the outer eccentric column to move only upwards or downwards when moving along the upright column; the outer eccentric column and the sliding clamping piece are provided with coaxial holes, and the outer eccentric column is relatively fixed by using a fastening piece when the outer eccentric column does not need to move up and down along the upright column; the inner eccentric column is hinged and fixed with the sliding clamping piece, and the sliding clamping piece clamps one side of the upright column to limit the inner eccentric column to move only upwards or downwards when moving along the upright column; the inner eccentric column and the sliding clamping piece are provided with coaxial holes, and the inner eccentric column is relatively fixed by using a fastening piece when not moving up and down along the upright column.

Preferably, a truss with a rectangular cross section is used as a mechanical main keel, and the truss in a single group is formed by connecting profile steels in a hinged mode; the outer truss is hinged with the outer eccentric column, so that the outer truss and the outer eccentric column are relatively fixed; the inner truss is hinged with the inner eccentric column, so that the inner truss and the inner eccentric column are relatively fixed, the connection between the truss and the truss is hinged, the connection between the outer truss and the safety fence and the connection between the outer truss and the lifting scaffold are also hinged, 1 group of lifting scaffolds consists of 4 vertical rods, 1 scaffold plate chassis and the safety fence, the upper end of each vertical rod can be connected with the lower end of the other vertical rod, coaxial holes are formed between two groups of lifting scaffolds, and the lifting scaffolds can be spliced to form multiple layers and are connected together.

Preferably, a plurality of rollers are arranged on the outer roller frame and the inner roller frame, a hook is arranged on one side of the outer roller frame and the inner roller frame, the rollers are hung on the enclosing purlin and contact with the template and move upwards along the surface of the template under the drive of machinery, and the distance between the rollers on the outer roller frame and the inner roller frame and the distance between the rollers on the outer roller frame and the rollers on the inner roller frame can be adjusted according to different building characteristics, so that the effect of effectively supporting the template is achieved.

Preferably, the outer eccentric column, the outer truss, the peripheral purlin upright column and the outer roller frame are all higher than the inner eccentric column, the inner truss, the inner peripheral purlin upright column and the inner roller frame; according to the method, under the condition that the mechanical parts in the construction floor are not in contact with the wall, the external mechanical parts are kept in contact with the wall, the mechanical stability is guaranteed, and meanwhile, the construction floor is convenient.

The utility model has the advantages that:

the utility model has the self-lifting function, arranges the mechanical shape according to the characteristics of the building, supports the template by means of the firm structural strength, and ensures that the template operation becomes simple and rapid; when the floor is constructed, the construction is not influenced by the internal structure of the machine, and the auxiliary effect on the construction of the floor can be achieved; the machine is provided with a plurality of layers of construction operation platforms, and all work in the main body range can be completed by the operation platforms during upward construction; the machine has a descending function, and after the main body is constructed, the machine can finish the works of outer wall decoration and the like by depending on the operating platform, so that the machine has powerful functions and is safe.

Drawings

FIG. 1 is a cross-sectional view of the mechanical assembly of the present invention;

fig. 2 is an isometric layout diagram of the main components of the present invention;

FIG. 3 is a schematic view of the mechanical layout of the construction shear wall of the present invention;

FIG. 4 is a schematic view of the mechanical layout of the construction floor slab of the present invention;

FIG. 5 is a schematic view of the external operation platform descending construction of the present invention;

fig. 6 is a schematic view of a set of scaffold of the present invention;

FIG. 7 is a schematic view of a mechanical assembly of the present invention;

FIG. 8 is a second schematic view of the mechanical assembly of the present invention;

reference numerals: 1. a support bar; 2. a feed-through hydraulic jack; 3. a column; 4. a hydraulic cylinder; 5a, an outer eccentric column; 5b, an inner eccentric column; 6a, an outer truss; 6b, an inner truss; 7a, peripheral purlin columns; 7b, an inner surrounding purlin column; 8. enclosing a purlin cross arm; 9. an enclosing purlin adjusting screw rod; 10. enclosing purlins; 11a, an outer roller frame; 11b, an inner roller frame; 12. supporting the screw rod; 13. lifting a scaffold; 14. a slide fastener; 15. a roller; 16. a template; 17. a security fence; 18. a floor bottom die; 19. side forms; 20. a formwork support upright rod; 21. a chain block; 22. a hoisting ring; 23. a slide rail; 24. a wall attachment member; 24a, a wall-attached connecting plate; 24b, wall-attached pressure reducing plates; 24c, through-wall bolts; 25. a connecting member.

Detailed Description

In order to make the technical means, the creation features, the achievement purposes and the functions of the present invention easy to understand, the present invention will be further explained below with reference to the following embodiments and the accompanying drawings, but the following embodiments are only the preferred embodiments of the present invention, and not all embodiments are included. Based on the embodiments in the implementation, other embodiments obtained by those skilled in the art without any creative work belong to the protection scope of the present invention.

Specific embodiments of the present invention will be described below with reference to the accompanying drawings. Example 1:

as shown in fig. 1 to 8, a high-rise building construction machine uses a support rod (1) cast inside a building wall body through a through hydraulic jack (2) fixed at the bottom of a column (3); the top end of the upright post (3) is connected with and fixed with a hydraulic oil cylinder (4); the outer side of the upright post (3) is connected with a sliding clamping piece (14), and the sliding clamping piece (14) is connected with an outer eccentric post (5 a); the inner side of the upright post (3) is connected with a sliding clamping piece (14), the sliding clamping piece (14) is connected with an inner eccentric post (5 b), and the top end of the inner eccentric post (5 b) is connected with a hydraulic oil cylinder (4); an outer eccentric upright post (5 a) is connected with an outer truss (6 a), two layers of scaffold boards are laid on the upper and lower portions of the outer truss (6 a), one side, far away from a wall, is connected with a safety fence (17), a scaffold lifting frame (13) is connected below the outer truss, one side of the wall is connected with an outer purlin upright post (7 a), the outer purlin upright post (7 a) is provided with an enclosing purlin adjusting screw rod (9), the outer purlin upright post (7 a) is connected with an enclosing purlin cross arm (8), the enclosing purlin cross arm (8) is connected with an enclosing purlin (10), the enclosing purlin (10) is connected with an outer roller frame (11 a), and a plurality of rollers (15) are mounted on the outer; the inner eccentric column (5 b) is connected with an inner truss (6 b), two layers of scaffold boards are laid on the upper and lower parts of the inner truss (6 b), one side, far away from a wall, of the inner truss is connected with a hanging scaffold (13) below a safety fence (17), one side of the wall is connected with an inner enclosing purlin upright column (7 b), the inner enclosing purlin upright column (7 b) is provided with an enclosing purlin adjusting screw rod (9), the inner enclosing purlin upright column (7 b) is connected with an enclosing purlin cross arm (8), the enclosing purlin cross arm (8) is connected with an enclosing purlin (10), the enclosing purlin (10) is connected with an inner roller frame (11 b), and a plurality of rollers (15) are mounted on the inner roller frame (11; the upright column (3) is connected with the straight-through hydraulic jack (2) to transmit the upward lifting force of the straight-through hydraulic jack (2) and drive the machine to move upwards; the outer eccentric column (5 a) is hinged and fixed with the sliding clamping piece (14), the sliding clamping piece (14) clamps one side of the upright column (3) to limit the outer eccentric column (5 a) to move only upwards or downwards when moving along the upright column (3); the outer eccentric column (5 a) and the sliding clamping piece (14) are provided with coaxial holes, and the outer eccentric column (5 a) is relatively fixed by using a fastener when not required to move up and down along the upright column (3); the inner eccentric column (5 b) is hinged and fixed with the sliding clamping piece (14), the sliding clamping piece (14) clamps one side of the upright column (3) to limit the inner eccentric column (5 b) to move only upwards or downwards when moving along the upright column (3); the inner eccentric column (5 b) and the sliding clamping piece (14) are provided with coaxial holes, and the inner eccentric column (5 b) is relatively fixed by using a fastening piece when not required to move up and down along the upright column (3); the method comprises the following steps that a truss with a rectangular cross section is used as a mechanical main keel, and a single group of trusses are formed by hinging section steels; the outer truss (6 a) is hinged with the outer eccentric column (5 a) so that the outer truss and the outer eccentric column are relatively fixed; the inner truss (6 b) and the inner eccentric column (5 b) are hinged to enable the inner truss and the inner eccentric column to be relatively fixed, the truss and the truss are connected in a hinged mode, the outer truss (6 a) is connected with the safety fence (17) and the lifting scaffold (13) in a hinged mode, 1 group of lifting scaffolds (13) are composed of 4 vertical rods, 1 scaffold board chassis and the safety fence, the upper end of each vertical rod can be connected with the lower end of the other vertical rod, and coaxial holes are formed between the two groups of lifting scaffolds to enable the lifting scaffolds to be spliced into multiple layers and connected together; a plurality of rollers (15) are arranged on the outer roller frame (11 a) and the inner roller frame (11 b), a hook is arranged on one side of the outer roller frame (11 a) and the inner roller frame (11 b), the rollers are hung on the purlin (10) and are in contact with the template (16) and driven by machinery to move upwards along the surface of the template (16), and the arrangement distance of the rollers (15) on the outer roller frame (11 a) and the inner roller frame (11 b) and the arrangement distance of the rollers along the purlin (10) can be adjusted according to different building characteristics, so that the template (16) can be effectively supported; the outer eccentric column (5 a), the outer truss (6 a), the peripheral purlin upright column (7 a) and the outer roller frame (11 a) are higher than the inner eccentric column (5 b), the inner truss (6 b), the inner peripheral purlin upright column (7 b) and the inner roller frame (11 b); according to the method, under the condition that the mechanical parts in the construction floor are not in contact with the wall, the external mechanical parts are kept in contact with the wall, the mechanical stability is guaranteed, and meanwhile, the construction floor is convenient.

The construction machine for the high-rise building is required to be assembled before use, the mechanical layout is well positioned according to the characteristics of the building, a reserved hole template, an embedded member and a mounting steel bar are well mounted until the height of the reserved hole template, the embedded member and the mounting steel bar is lower than the bottom end of the upright post (3) and is higher than the top end of the outer roller carrier (11 a), a component for supporting an inner truss (6 b) is arranged on a floor slab in the building structure, the position, the height and the levelness of the inner truss (6 b) are controlled and are arranged along the building wall, and the inner truss (6 b) in a space divided by the building wall is connected end to end along the wall to form a whole; an inner eccentric column (5 b) is installed according to mechanical layout and is hinged with an inner truss (6 b) so as to be relatively fixed; installing an inner side sliding clamping piece (14) and an upright post (3), and after the heights of the sliding clamping piece (14) and the upright post (3) are adjusted, using a fastener to fix the sliding clamping piece and the upright post relatively at the same axial hole position; a straight-through hydraulic jack (2) is arranged on the upright post (3) to ensure that the upright post and the hydraulic jack are relatively fixed; inserting a support rod (1) into the feed-through hydraulic jack (2); an outer eccentric column (5 a) is installed to be connected with a sliding clamping piece (14) and fixed on the upright column (3), and after the height of the upright column (3) is adjusted, a fastener is used for fixing the upright column and the upright column relatively at the same axial hole position; an outer truss (6 a) is arranged along the periphery of the building and connected with an outer eccentric column (5 a) so as to relatively fix the outer truss and the outer eccentric column; installing an outer purlin upright post (7 a) and an inner purlin upright post (7 b); installing a surrounding purlin cross arm (8); installing an enclosing purlin (10), an enclosing purlin adjusting screw rod (9) and a screw rod jacking (12), adjusting the enclosing purlin (10) to a position according with the structural characteristics of a building by using the enclosing purlin adjusting screw rod (9), and then fastening an enclosing purlin cross arm (8); after the rollers (15) are arranged on the outer roller frame (11 a) and the inner roller frame (11 b), the hooks are hung on the enclosing purlin (10), and the distance and the verticality are adjusted; the top of the mounting hydraulic oil cylinder (4) is connected with the upright post (3), and the bottom of the mounting hydraulic oil cylinder is connected with the inner eccentric post (5 b); installing a safety fence (17); paving scaffold boards, installing a safety protection net, installing a hydraulic control system, determining whether barriers exist at the positions where the scaffold hanging frames (13) are installed according to construction conditions, and installing one layer or multiple layers of scaffold hanging frames (13) when the machine is assembled, wherein if the barriers exist at the installation positions, the scaffold hanging frames are installed layer by layer along with the increase of the construction height.

When the construction machine is assembled, two conditions exist, the first condition is as shown in figure 7, in the case that the building structure outside the assembly floor is required to be a floor or a bearing platform, the bottom ends of the outer eccentric column (5 a) and the inner eccentric column (5 b) are assembled to be at a horizontal height; in the second case, as shown in fig. 8, in the case where the exterior of the building structure is a wall, the outer eccentric column (5 a) and the inner eccentric column (5 b) are assembled to have a horizontal height.

After the construction machinery is assembled, when wall construction is needed, materials such as building wooden templates, composite plates, plastic plates and the like are used as templates (16) for construction by the construction machinery, prefabricated forming templates can be used at the external modeling position of the structure for construction by the construction machinery, the templates (16) are arranged in multiple layers within the height range of an outer roller frame (11 a) and an inner roller frame (11 b), and the outer side of each template is one layer more than the inner side of each template; and (3) installing a template (16) within the height range of the inner roller frame (11 b), and pouring wall concrete to achieve initial setting.

If the fasteners of the sliding fastener (14) arranged on the outer eccentric column (5 a) and the coaxial holes of the upright column (3) need to be removed according to the mechanical assembly form shown in FIG. 7, so that the upright column (3) can slide upwards along the sliding fastener (14), and when the construction machine is lifted to the height level of the top ends of the inner eccentric column (5 b) and the outer eccentric column (5 a), the sliding fastener (14) and the upright column (3) are fixed by the fasteners so as to be relatively fixed, and then the construction machine is continuously lifted;

if the construction machine is assembled as shown in FIG. 8, the construction machine can be lifted directly; the construction machine moves upwards along the surface of the formwork (16) along with the rising of the height of the construction machine, the formwork (16) is relatively fixed with concrete under the action of the rollers (15), the formwork moves upwards relative to the construction machine, the formwork (16) is removed after the bottom formwork (16) is not in contact with the construction machine, when the mounting position of the first formwork (16) is reserved above the construction machine, the first formwork (16) is mounted, concrete is poured, and the process is circulated upwards until the construction of the first wall is completed.

As shown in fig. 4, the lower end of the outer eccentric column (5 a) is hinged with the sliding rail (23) to be relatively fixed, one side of the sliding rail (23) close to the wall is clamped in the sliding clamping piece (14), the sliding clamping piece (14) is connected to the wall-attached piece (24), so that the outer eccentric column (5 a) drives the sliding rail (23) to move upwards along the sliding clamping piece (14), and the lower opening of the formwork (16) is limited from being mechanically deformed under the action of lateral pressure of concrete or other external force through the relative fixation of the outer eccentric column (5 a) and the sliding rail (23), thereby causing the structural quality defect of the building; after the construction of the wall body at the first floor is finished, continuing to lift the construction machine until the bottom end of the mechanical part in the building structure exceeds the upper surface of the floor slab, and stopping lifting; dismantling the fastener of the upright post (3) and the sliding fastener (14) arranged on the inner eccentric post (5 b), lifting the part of the construction machinery positioned in the building to the height which does not hinder the construction of a floor slab by workers by using a hydraulic oil cylinder (4) as shown in the attached drawing 4, installing a wall reserved hole template, an embedded member and a wall reinforcing steel bar on the upper layer, lowering the lifted mechanical part to the original height by using the hydraulic oil cylinder 4 after the floor slab is constructed, reusing the sliding fastener (14) fixedly arranged on the inner eccentric post (5 b) and the upright post (3) by using the fastener, relatively fixing the two, and then continuously constructing the upper layer of wall.

When the floor bottom die (18) needs to be erected, as shown in fig. 4, the floor bottom die (18) is assembled on the ground, the floor bottom die (18) is lifted to the height of the floor bottom die (18) by using a chain block (21) and a lifting ring (22) hung on construction machinery and supported by a template supporting upright rod (20), then side dies (19) are installed section by section and supported by the template supporting upright rod (20), a sleeve is added at the position of the lifting ring (22) to leave a hole, and the floor bottom die (18) can be lowered to the ground by using the chain block (21) when the floor bottom die is dismantled; the cross sections of the floor bottom die (18) and the side dies (19) are both trapezoidal, so that the side dies (19) can be detached from the floor bottom die (18) very simply.

When the outer wall decoration is needed, as shown in figure 5, mounting holes of wall attaching pieces (24) are reserved according to preset positions of the outer ring of the structure on each layer in the construction process, and after the topmost layer of the wall of the building is constructed, two sliding clamping pieces (14) are hinged and fixed at the upper end and the lower end of an upright post (7 a) of the peripheral purlin so as to be relatively fixed; the bottom end of one side, close to the wall, of the sliding rail (23) is connected with a connecting piece (25) in a hinged or rigid connection mode, the connecting piece (25) is hinged with the wall attaching piece (24), and then the sliding clamping piece (14) which is upwards contacted with the sliding rail (23) is hinged with the wall attaching piece (24); the bottom end of the other side of the slide rail (23) is connected with a sliding clamping piece (14), concentric holes are formed in the slide rail (23) and the sliding clamping piece (14), the slide rail and the sliding clamping piece are fixed by a fastener when the slide rail and the sliding clamping piece are required to be relatively fixed, the sliding clamping piece (14) is connected with a hydraulic oil cylinder (4), and the top end of the hydraulic oil cylinder (4) is connected with the bottom of an outer purlin upright post (7 a); the hydraulic oil cylinder (4) is used for driving the operation platform to lift, the hydraulic oil cylinder (4) is used for driving the sliding rail (23) to descend by converting the relative fixing and relative sliding connection relation between the sliding clamping piece (14) and the sliding rail (23), and the operation platform is used for dismounting or mounting the wall attaching piece (24); after the construction of the top layer of wall is finished, mechanical parts except an outer truss (6 a), a safety fence (17), a scaffold (13) and a peripheral purlin upright post (7 a) are removed to serve as an operation platform for outer wall decoration and secondary structure construction, and the mechanical parts are removed after descending to a designated position along with the construction.

The foregoing shows and describes the general principles, essential features, and advantages of the invention. It should be understood by those skilled in the art that the present invention is not limited by the above embodiments, and the description in the above embodiments and the description is only preferred examples of the present invention, and is not intended to limit the present invention, and that the present invention can have various changes and modifications without departing from the spirit and scope of the present invention, and these changes and modifications all fall into the scope of the claimed invention. The scope of the invention is defined by the appended claims and equivalents thereof.

Claims

1. A high-rise building construction machine is characterized in that: a support rod (1) poured inside the wall body of a building passes through a through type hydraulic jack (2) fixed at the bottom of a vertical column (3); the top end of the upright post (3) is connected with and fixed with a hydraulic oil cylinder (4); the outer side of the upright post (3) is connected with a sliding clamping piece (14), and the sliding clamping piece (14) is connected with an outer eccentric post (5 a); the inner side of the upright post (3) is connected with a sliding clamping piece (14), the sliding clamping piece (14) is connected with an inner eccentric post (5 b), and the top end of the inner eccentric post (5 b) is connected with a hydraulic oil cylinder (4); the outer eccentric column (5 a) is connected with an outer truss (6 a), two layers of scaffold boards are laid on the upper and lower portions of the outer truss (6 a), one side, far away from a wall, is connected with a safety fence (17), a scaffold lifting frame (13) is connected below the outer truss, one side of the wall is connected with an outer purlin upright column (7 a), the outer purlin upright column (7 a) is provided with an enclosing purlin adjusting screw rod (9), the outer purlin upright column (7 a) is connected with an enclosing purlin cross arm (8), the enclosing purlin cross arm (8) is connected with an enclosing purlin (10), the enclosing purlin (10) is connected with an outer roller frame (11 a), and a plurality of rollers (15) are mounted on the outer roller; inner eccentric columns (5 b) are connected with inner trusses (6 b), two layers of scaffold boards are laid on the inner trusses (6 b) from top to bottom, one side of a wall is far away from and is connected with a safety fence (17) below to connect a scaffold lifting frame (13), one side of the wall is connected with inner enclosing purlin columns (7 b), the inner enclosing purlin columns (7 b) are provided with enclosing purlin adjusting screw rods (9), the inner enclosing purlin columns (7 b) are connected with enclosing purlin cross arms (8), the enclosing purlin cross arms (8) are connected with enclosing purlins (10), the enclosing purlins (10) are connected with inner roller frames (11 b), and a plurality of rollers (15) are installed on the inner roller frames (11 b).

2. The high-rise building construction machine according to claim 1, wherein: the upright column (3) is connected with the straight-through hydraulic jack (2) to transmit the upward lifting force of the straight-through hydraulic jack (2) and drive the machine to move upwards; the outer eccentric column (5 a) is hinged and fixed with the sliding clamping piece (14), the sliding clamping piece (14) clamps one side of the upright column (3) to limit the outer eccentric column (5 a) to move only upwards or downwards when moving along the upright column (3); the outer eccentric column (5 a) and the sliding clamping piece (14) are provided with coaxial holes, and the outer eccentric column (5 a) is relatively fixed by using a fastener when not required to move up and down along the upright column (3); the inner eccentric column (5 b) is hinged and fixed with the sliding clamping piece (14), the sliding clamping piece (14) clamps one side of the upright column (3) to limit the inner eccentric column (5 b) to move only upwards or downwards when moving along the upright column (3); the inner eccentric column (5 b) and the sliding clamping piece (14) are provided with coaxial holes, and the inner eccentric column (5 b) is relatively fixed by using a fastening piece when not moving up and down along the upright column (3).

3. The high-rise building construction machine according to claim 1, wherein: the method comprises the following steps that a truss with a rectangular cross section is used as a mechanical main keel, and a single group of trusses are formed by hinging section steels; the outer truss (6 a) is hinged with the outer eccentric column (5 a) so that the outer truss and the outer eccentric column are relatively fixed; inner truss (6 b) and interior eccentric post (5 b) adopt articulatedly, make the two relatively fixed, be connected between truss and the truss and adopt articulatedly, outer truss (6 a) and security fence (17), the connection of scaffold frame (13) also adopts articulatedly, 1 group of scaffold frame (13) are by 4 pole settings, 1 scaffold board chassis and security fence are constituteed, the upper end of pole setting can be connected with the lower extreme of another pole setting, there is the coaxial hole between two sets of scaffold frames, make scaffold frame can splice the multilayer, and link together.

4. The high-rise building construction machine according to claim 1, wherein: the outer roller frame (11 a) and the inner roller frame (11 b) are provided with a plurality of rollers (15), one side of each roller frame is provided with a hook, the hooks are hung on the enclosing purlin (10), the rollers are in contact with the template (16) and move upwards along the surface of the template (16) under the driving of machinery, the arrangement distance of the rollers (15) on the outer roller frame (11 a) and the inner roller frame (11 b) and the arrangement distance of the rollers (15) along the enclosing purlin (10) can be adjusted according to different building characteristics, and the effect of effectively supporting the template (16) is achieved.

5. The high-rise building construction machine according to claim 1, wherein: the outer eccentric column (5 a), the outer truss (6 a), the peripheral purlin upright column (7 a) and the outer roller frame (11 a) are higher than the inner eccentric column (5 b), the inner truss (6 b), the inner peripheral purlin upright column (7 b) and the inner roller frame (11 b); according to the structure, under the condition that the mechanical parts in the construction floor are not in contact with the wall body, the external mechanical parts are kept in contact with the wall body, the mechanical stability is guaranteed, and the construction floor is convenient.