CN115749255A - Core tube creeping formwork and horizontal structure aluminum formwork combination system and construction method thereof - Google Patents

Abstract

The invention discloses a combination system of core tube climbing formwork and horizontal structure aluminum formwork and a construction method thereof, comprising: core tube outer wall climbing formwork, core tube wellway climbing formwork and horizontal structure aluminum formwork; the core tube outer wall climbing formwork is installed on On the outer side of the outer wall of the core tube structure, the climbing formwork of the core tube shaft is installed on the structural beam slab, the horizontal structural aluminum formwork is installed between the structural beam slabs of two adjacent floors, and the side of the horizontal structural aluminum formwork is installed on the core tube Structural exterior walls. The setting of the climbing formwork for the outer wall of the core tube, the climbing formwork for the shaft of the core tube and the aluminum formwork for the horizontal structure not only ensures the construction quality of the core tube structure, but also speeds up the construction progress and ensures the safety of the operators. The core wall and beam slab synchronous rapid construction method solves the problems of the traditional super high-rise core wall first, the beam slab inside the core tube is slow in construction speed, and the fire evacuation of personnel on the core tube working surface is difficult. The operation is simple and the construction is safe.

Description

A combination system of core tube climbing formwork and horizontal structure aluminum formwork and its construction method

technical field

The invention relates to the technical field of construction engineering, in particular to a combination system of a core tube climbing formwork and a horizontal structure aluminum formwork and a construction method thereof.

Background technique

In the central part of the building, the central core tube is formed by the elevator shaft, stairs, ventilation shaft, cable shaft, public toilets, and some equipment rooms, and forms an outer frame and inner tube structure with the peripheral frame, which is poured with reinforced concrete. This structure is very conducive to the structural force, and has excellent earthquake resistance. It is the mainstream structural form widely used in super high-rise buildings in the world. At the same time, the advantage of this structure is that it can strive for as spacious a use space as possible, so that various auxiliary service spaces can be concentrated in the center of the plane, so that the main function space can occupy the best lighting position, and achieve good sightlines and convenient internal traffic. Effect.

With the development of high-rise and super high-rise construction industry, the application of climbing formwork and top formwork platform construction technology is becoming more and more common. Due to the "big hat" formed on the core wall of the inner horizontal structure, not only the material transportation is difficult, the construction speed is slow, but also the fire evacuation of personnel on the working surface of the climbing formwork or top formwork platform is difficult.

Contents of the invention

Aiming at the deficiencies in the prior art, the present invention designs a combination system of core tube climbing formwork and horizontal structure aluminum formwork, including: core tube outer wall climbing formwork, core tube shaft climbing formwork and horizontal structure aluminum formwork; The wall climbing formwork is installed on the outside of the outer wall of the core tube structure, the core tube shaft climbing formwork is installed on the structural beam slab, the horizontal structural aluminum formwork is installed between the structural beam slabs of two adjacent floors, and the horizontal structural aluminum formwork The side is installed on the outer wall of the core tube structure.

Preferably, the climbing formwork for the external wall of the core tube includes: external wall embedded parts, external wall guide rails, external wall frame body, external wall hydraulic system, external wall enclosure and external wall formwork; The wall embedded parts are installed on the outer side of the outer wall of the core tube structure; the outer wall hydraulic system, outer wall enclosure and outer wall formwork are all installed on the outer wall frame, and the outer wall hydraulic system is connected with the outer wall guide rail.

Preferably, the exterior wall formwork includes: a formwork panel, a back flute, a diagonal brace and a formwork moving device; the formwork panel is installed on the formwork backward movement device through the back flute and the diagonal brace; the bottom of the formwork backward movement device is installed on the outer wall frame .

Preferably, the exterior wall frame includes: a load-bearing tripod, an upper truss, and a lower-hanging platform; the load-bearing tripod, upper truss, and lower-hanging platform are all installed on the outer side of the outer wall of the core tube structure through the outer wall embedded parts, and the outer wall hydraulic system Installed on the load-bearing tripod; the outer wall enclosure includes: maintenance keel, maintenance steel mesh and platform flap, the maintenance steel mesh is installed on the outside of the outer wall of the core tube structure through the maintenance keel, and the platform flap is set at the bottom of the hanging platform.

Preferably, the core shaft shaft climbing formwork includes: hoistway embedded parts, hoistway guide rails, hoistway frame body, hoistway hydraulic system and hoistway template; the hoistway template is installed on the hoistway frame body, and the hoistway frame body is connected with the hoistway embedded parts through the hoistway guide rail, The hoistway embedded parts are installed on the structural beam plate, the bottom of the hoistway hydraulic system is installed on the hoistway embedded parts, and the top of the hoistway hydraulic system is connected with the hoistway guide rail.

Preferably, the hoistway frame body includes: a hoistway beam, a hoistway column, a hoistway platform and a hoistway flap; the hoistway column is connected with the hoistway template, the hoistway beam is installed on the hoistway column, the hoistway platform is installed on the hoistway beam, and the hoistway flap is arranged on The connection between the hoistway platform and the wall.

Preferably, the hoistway formwork includes: a formwork hanging device and a formwork system; the formwork system is connected to the hoistway beam through the formwork hanging device.

Preferably, the horizontal structure aluminum form includes: a wall aluminum form and a horizontal structure aluminum form; wherein, the wall aluminum form includes a wall brace and a wall formwork, the wall formwork is installed on the outer wall of the core tube structure, and the wall slant One end of the brace is connected to the aluminum formwork of the wall, and the other end of the diagonal brace of the wall is installed on the structural beam slab; the horizontal structural aluminum formwork includes supporting steel columns and beam slab formwork, the beam slab formwork is installed on the upper part of the steel column, and the supporting steel column is supported On the poured structural beam slab.

Based on the same related idea, the present invention also provides a construction method for the combination system of core tube climbing formwork and horizontal structure aluminum formwork, which includes the following steps: Step 1: The outer wall formwork in the core tube outer wall climbing formwork and the core tube shaft The shaft formwork in the climbing formwork is moved backward, wherein the exterior wall formwork is moved backward through the formwork moving device, and the wellway formwork is moved backward through the formwork hanging device; Step 2: The beam and slab formwork in the wall aluminum formwork and the horizontal structure aluminum formwork Remove and stack in sections; Step 3: Raise the climbing formwork of the outer wall of the core tube and the climbing formwork of the core shaft shaft to one floor; Step 4: Check whether the parameters of the raised floor meet the standards, and the parameters that need to be checked are: the projected axis Whether the line and the wall line are correct, whether the elevation is within the control range, if the standard is reached, go to the next step, if the standard is not reached, adjust it until it reaches the standard; Step 5: Bind the vertical reinforcement on the raised floor, and install the external wall formwork Formwork panels, well formwork and wall formwork in the wall aluminum formwork, inspect and correct the verticality in time; Step 6: Install wall braces and horizontal structural aluminum formwork of the wall aluminum formwork on the raised floor; Step 7: Carry out overall correction, reinforcement inspection, and ash filling at the bottom of the wall formwork on the raised floor, and pour the outer wall of the core tube structure, the inner wall of the core tube structure, and the structural beam slab; after the concrete reaches strength, repeat the above steps for the next floor building construction.

Preferably, step 3: lifting the climbing formwork of the outer wall of the core tube and the climbing formwork of the shaft of the core tube to one layer, including the following steps: synchronously lifting the climbing formwork of the outer wall of the core tube and the climbing formwork of the shaft of the core tube; The external wall embedded parts are installed on the wall, and the shaft embedded parts are installed on the structural beam plate; the external wall guide rail is first lifted through the external wall hydraulic system, and then the external wall frame is lifted as a whole through the external wall hydraulic system, and the shaft is lifted by the well hydraulic system. The guide rail and hoistway frame are lifted as a whole.

Compared with the closest prior art, the beneficial effects of the present invention are:

1. The present invention sets the climbing formwork on the outer wall of the core tube and the elevator shaft in the core tube, so as to provide operation platforms on both sides of the inner and outer sides during the synchronous and rapid construction of the core tube wall and the beam slab, which not only ensures the core tube The construction quality of the inner beam and slab speeds up the construction progress and ensures the safety of the operators.

2. The synchronous and rapid construction method of the core wall and the beam slab of the present invention solves the problems of the traditional super-high-rise core wall first, the slow construction speed of the inner beam slab of the core tube, and the difficulty of fire-fighting and evacuation of personnel at the working surface of the core tube, and is easy to operate. construction safety.

Description of drawings

Fig. 1 is a structural schematic diagram of the combination system of the core cylinder climbing formwork and the horizontal structure aluminum formwork of the present invention.

Fig. 2 is a structural schematic diagram of the climbing formwork for the outer wall of the core tube of the present invention.

Fig. 3 is a schematic structural view of the external wall embedded part of the present invention.

Fig. 4 is a schematic structural view of the outer wall frame of the present invention.

Fig. 5 is a structural schematic diagram of the exterior wall enclosure and the exterior wall formwork of the present invention.

Fig. 6 is a schematic structural view of the climbing formwork for the core shaft shaft of the present invention.

Fig. 7 is a schematic structural view of the shaft embedded part of the present invention.

Fig. 8 is a structural schematic diagram of the hoistway frame and the hoistway formwork of the present invention.

Fig. 9 is a structural schematic diagram of the horizontal structure aluminum mold of the present invention.

Fig. 10 is a structural schematic diagram of the wall aluminum formwork of the present invention.

Fig. 11 is a schematic structural view of the horizontal structure aluminum mold of the present invention.

Reference signs:

1-climbing formwork for exterior wall of core tube, 11-embedded parts for exterior wall, 12-rail for exterior wall, 13-frame for exterior wall, 131-load-bearing tripod, 132-upper truss, 133-bottom hanging platform, 14-exterior wall Hydraulic system, 15-external wall enclosure, 151-maintenance keel, 152-maintenance steel mesh, 153-platform flap, 16-external wall formwork, 161-formwork panel, 162-back corrugation, 163-slanting bracing, 164- Formwork back moving device, 2- core shaft shaft climbing formwork, 21- shaft embedded parts, 22- shaft guide rail, 23- shaft frame, 231- shaft beam, 232- shaft column, 233- shaft platform, 234- shaft flap , 24- shaft hydraulic system, 25- shaft formwork, 251- formwork hanging device, 252- formwork system, 3- core tube structure exterior wall, 4- core tube structure interior wall, 5- structural beam plate, 6- horizontal structure Aluminum formwork, 61-wall aluminum formwork, 611-wall diagonal bracing, 612-wall formwork, 62-horizontal structure aluminum formwork, 621-supporting steel columns, 622-beam plate formwork.

Detailed ways

The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the drawings in the embodiments of the present invention.

Example 1

As shown in Figures 1-11, the present invention provides a combination system of core tube climbing formwork and horizontal structure aluminum formwork, including: core tube outer wall climbing formwork 1, core tube shaft climbing formwork 2 and horizontal structure aluminum formwork 6; Among them, the climbing formwork 1 of the outer wall of the core tube is installed on the outside of the outer wall 3 of the core tube structure, the climbing formwork 2 of the core tube shaft is installed on the structural beam slab 5, and the horizontal structural aluminum formwork 6 is installed on the structural beam of the adjacent two floors Between the plates 5, and the side of the horizontal structural aluminum formwork 6 is installed on the outer wall 3 of the core tube structure. The climbing formwork is set on the outer wall of the core tube and the climbing formwork is set up in the elevator shaft inside the core tube, so as to provide operation platforms on both sides of the inner and outer sides during the simultaneous and rapid construction of the core tube wall and beam slab, which not only ensures the construction of the core tube inner beam slab Quality, and speed up the construction progress, but also to ensure the safety of operators.

In a preferred embodiment, the core cylinder exterior wall climbing formwork 1 includes: exterior wall embedded parts 11, exterior wall guide rails 12, exterior wall frame body 13, exterior wall hydraulic system 14, exterior wall enclosure 15 and exterior wall formwork 16; The outer wall guide rail 12 and the outer wall frame body 13 are installed on the outer side of the outer wall 3 of the core tube structure through the outer wall embedded parts 11; the outer wall hydraulic system 14, the outer wall enclosure 15 and the outer wall formwork 16 are all installed on the outer wall frame body 13, and the external wall hydraulic system 14 is connected with the external wall guide rail 12. Preferably, the external wall embedment 11 includes: a climbing formwork embedment system, a climbing formwork embedment plate, a climbing formwork embedment high-strength screw, a climbing formwork embedment bolt, a climbing formwork embedment washer, a climbing formwork embedment climbing cone and Hanging seat of climbing formwork embedded parts (shown in the figure), but not marked in detail.

In a preferred embodiment, the exterior wall formwork 16 includes: formwork panel 161, back flute 162, diagonal brace 163 and formwork moving device 164; ;

In a preferred embodiment, the outer wall frame body 13 includes: a load-bearing tripod 131, an upper truss 132 and a lower hanging platform 133; On the outer side of the outer wall 3 of the core tube structure, the outer wall hydraulic system 14 is installed on the load-bearing tripod 131; the outer wall enclosure 15 includes: maintenance keel 151, maintenance steel mesh 152 and platform flap 153, maintenance steel mesh 152 passes through the maintenance keel 151 is installed on the outer side of the outer wall 3 of the core tube structure, and the platform flap 153 is arranged at the bottom of the hanging platform 133 .

In a preferred embodiment, the core shaft shaft climbing formwork 2 includes: hoistway embedded parts 21, hoistway guide rails 22, hoistway frame body 23, hoistway hydraulic system 24 and hoistway template 25; The frame body 23 is connected with the hoistway embedded part 21 through the hoistway guide rail 22, the hoistway embedded part 21 is installed on the structural beam plate 5, the bottom of the hoistway hydraulic system 24 is installed on the hoistway embedded part 21, and the top of the hoistway hydraulic system 24 is connected to the hoistway guide rail. 22 connected. Preferably, the hoistway embedment 21 includes: the hoistway embedment high-strength screw, the hoistway embedment stress bolt, the hoistway embedment gasket and the hoistway embedment hanger (shown in the figure), but not marked in detail.

In a preferred embodiment, the hoistway frame body 23 includes: a hoistway beam 231, a hoistway column 232, a hoistway platform 233 and a hoistway flap 234; the hoistway column 232 is connected with the hoistway template 25, and the hoistway beam 231 is installed on the hoistway column 232, The hoistway platform 233 is installed on the hoistway beam 231 , and the hoistway flap 234 is arranged at the joint between the hoistway platform 233 and the wall.

In a preferred embodiment, the hoistway formwork 25 includes: a formwork hanging device 251 and a formwork system 252 ; the formwork system 252 is connected to the hoistway beam 231 through the formwork hanging device 251 .

In a preferred embodiment, the horizontal structure aluminum form 6 includes: a wall aluminum form 61 and a horizontal structure aluminum form 62; wherein, the wall aluminum form 61 includes a wall brace 611 and a wall formwork 612, and the wall formwork 612 is installed On the outer wall 3 of the core tube structure, one end of the wall brace 611 is connected to the wall aluminum formwork 61, and the other end of the wall brace 611 is installed on the structural beam plate 5; the horizontal structural aluminum formwork 62 includes supporting steel columns 621 and the beam slab formwork 622, the beam slab formwork 622 is installed with the upper part of the steel column 621, and the supporting steel column 621 is supported on the poured structural beam slab 5. Preferably, the wall brace 611 includes: a long brace, a short brace, a vertical back flute, a brace adjustment screw, a brace base, and a brace and back flute connector (shown in the figure), but not Marked in detail. The wall formwork 612 includes: an aluminum formwork panel, an aluminum formwork wall back corrugated and an aluminum formwork wall tension screw (shown in the figure), but not marked in detail. The supporting steel column 621 includes: independent steel column, adjustable support, late dismantling head and ultra-high reinforced steel pipe (drawn in the figure), but not marked in detail. Beam slab formwork 622 includes: floor aluminum formwork panel, beam bottom aluminum formwork panel, beam side aluminum formwork panel, beam side aluminum formwork back corrugation (drawn in the figure), but not marked in detail. Preferably, the horizontal structural aluminum formwork 6 also includes a stair formwork (not shown in the figure).

Example 2

The present invention also provides a construction method for the combination system of core tube climbing formwork and horizontal structure aluminum formwork, comprising the following steps:

Step 1: Move the outer wall formwork 16 in the core tube outer wall climbing formwork 1 and the shaft formwork 25 in the core tube shaft wellway climbing formwork 2 backward, wherein the outer wall formwork 16 is moved backward through the template rearward moving device 164, and the formwork is moved backward The device first pulls out the gear pin, pulls the backward moving device to move the template backward, the shaft template 25 moves backward by adjusting the backward moving bolt, and loosens the backward moving nut to move it backward. After the backward movement is in place, the template backward moving device 164 is inserted again Upper gear latch, template hanger 251 is tightened and moves back nut.

Step 2: Dismantle the beam-slab formwork 622 in the wall aluminum formwork 61 and the horizontal structure aluminum formwork 62 and stack them in partitions. That is to say, in the horizontal structure aluminum formwork 6, except for the independent steel column, the adjustable support and the late dismantling head, all the others are removed.

Step 3: Lift the climbing formwork 1 of the outer wall of the core tube and the climbing formwork 2 of the shaft of the core tube to one level, and carry out the lifting of the climbing formwork 1 of the outer wall of the core tube and the climbing formwork of the shaft of the core tube simultaneously; on the outer wall 3 of the core tube structure Install the external wall embedment 11, install the hoistway embedment 21 on the structural beam slab 5; first lift the external wall guide rail 12 through the external wall hydraulic system 14, and then use the external wall hydraulic system 14 to lift the external wall frame body 13 as a whole. The hoistway hydraulic system 24 lifts the hoistway guide rail 22 and the hoistway frame body 23 as a whole. After the lifting is completed, remove the lower wall attachment device, and when the concrete strength of the upper layer reaches 15MPa, the climbing formwork frame body 13 and the climbing formwork hydraulic system 14 are inspected, and the sundries in the frame body are cleaned up. Temporary electrical boxes shall be prepared on the corresponding floors on site during lifting. The hydraulic console should be operated by a special person, and a special person should be set up for each shelf to check whether it is synchronized. If it is not synchronized, the hydraulic valve can be adjusted to control it.

Step 4: Check whether the parameters of the floor after the lifting are up to standard. Among them, the parameters that need to be checked include: whether the projected axis and wall line are correct, whether the elevation is within the control range, whether the wall reinforcement is in the wall by visual inspection, and leave The corresponding protective layer, if it reaches the standard, proceed to the next step, if it does not meet the standard, adjust it until it reaches the standard.

Step 5: Bind the vertical steel bars on the raised floor, install the form panel 161 in the exterior wall formwork 16, the hoistway formwork 25 and the wall formwork 612 in the wall aluminum formwork 61, check and correct the verticality in time.

Step 6: Install the wall braces 611 of the wall aluminum form 61, the horizontal structure aluminum form 62 and the stair formwork on the raised floor. Floor beam formwork installation and correction: After the vertical correction of the wall is completed, install the beam formwork on the floor beam bottom aluminum formwork panel. The beam formwork should be installed first, and the beam side aluminum formwork should be installed after the vertical correction. Install the back corrugation of the beam side aluminum formwork: After checking that all parts of the line hammer are pointing to the beam control line, start to install the beam side aluminum formwork back corrugation; diagonal. When the diagonal line of the floor is checked correctly, the aluminum formwork panel of the floor slab will be installed. For quick installation, the aluminum formwork panels of the floor slab should be arranged in parallel one by one, temporarily fixed with pins first, and finally tightened together. After all the installation is completed, use a level to measure its flatness and the installation elevation of this floor. If there is any deviation, it will be corrected through the adjustable support of the formwork system until the overall flatness and corresponding elevation are achieved.

Step 7: Carry out overall correction, reinforcement inspection, and fill the bottom of the wall formwork on the raised floor, and pour the outer wall 3 of the core tube structure, the inner wall 4 of the core tube structure and the structural beam slab 5; vibration is strictly prohibited when the concrete is vibrated The rod collides with the stressed bolt sleeve or conical joint, etc.

After the concrete reaches strength, repeat the above steps to construct the next floor. The synchronous rapid construction method of the core wall and the beam slab solves the problems of the traditional super high-rise core wall first, the slow construction speed of the inner beam slab of the core tube, and the difficulty of fire evacuation of personnel on the core tube working surface. The operation is simple and the construction is safe.

The above 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 principle of the present invention are included within the scope of the claims of the present invention for which the application is pending.

Claims (10)

1. The utility model provides a core section of thick bamboo creeping formwork and horizontal structure aluminium mould combine system which characterized in that includes: the core tube external wall creeping formwork (1), the core tube well track creeping formwork (2) and the horizontal structure aluminum formwork (6);

the core tube outer wall creeping formwork (1) is installed on the outer side of a core tube structure outer wall (3), the core tube well way creeping formwork (2) is installed on a structural beam plate (5), a horizontal structure aluminum formwork (6) is installed between the structural beam plates (5) of two adjacent floors, and the side face of the horizontal structure aluminum formwork (6) is installed on the core tube structure outer wall (3).

2. The core tube creeper and horizontal structure aluminum mold combination system as set forth in claim 1, wherein the core tube exterior wall creeper (1) includes: the outer wall embedded part (11), the outer wall guide rail (12), the outer wall frame body (13), the outer wall hydraulic system (14), the outer wall enclosure (15) and the outer wall template (16);

the outer wall guide rail (12) and the outer wall frame body (13) are both arranged on the outer side of the outer wall (3) of the core tube structure through the outer wall embedded part (11);

the outer wall hydraulic system (14), the outer wall enclosure (15) and the outer wall template (16) are all installed on the outer wall frame body (13), and the outer wall hydraulic system (14) is connected with the outer wall guide rail (12).

3. The core barrel creeping formwork and horizontal structure aluminum formwork combination system as claimed in claim 2, wherein the external wall formwork (16) comprises: the template comprises a template panel (161), a back edge (162), a diagonal brace (163) and a template backward moving device (164);

the formwork panel (161) is mounted on the formwork rearward movement device (164) through the back ridge (162) and the diagonal brace (163);

the bottom of the template backward moving device (164) is arranged on the outer wall frame body (13).

4. The core tube creeping formwork and horizontal structure aluminum mold combination system as claimed in claim 2, wherein the outer wall frame body (13) comprises: the device comprises a bearing tripod (131), an upper truss (132) and a lower hanging platform (133);

the bearing tripod (131), the upper truss (132) and the lower hanging platform (133) are all installed on the outer side of the core barrel structure outer wall (3) through the outer wall embedded part (11), and the outer wall hydraulic system (14) is installed on the bearing tripod (131);

the exterior wall enclosure (15) comprises: the maintenance steel plate net structure comprises a maintenance keel (151), a maintenance steel plate net (152) and a platform turning plate (153), wherein the maintenance steel plate net (152) is installed on the outer side of the outer wall (3) of the core tube structure through the maintenance keel (151), and the platform turning plate (153) is arranged at the bottom of the lower hanging platform (133).

5. The core barrel creeping formwork and horizontal structure aluminum mold combination system according to claim 1, wherein the core barrel well creeping formwork (2) comprises: the well embedded part (21), the well guide rail (22), the well frame body (23), the well hydraulic system (24) and the well template (25);

well template (25) are installed on well support body (23), well support body (23) pass through well guide rail (22) with well buries a (21) and is connected, well buries a (21) and installs on structural beam board (5), install the bottom of well hydraulic system (24) bury on a (21), the top of well hydraulic system (24) with well guide rail (22) are connected.

6. The core barrel creeping formwork and horizontal structure aluminum formwork combination system as claimed in claim 5, wherein the well frame body (23) comprises: a hoistway beam (231), a hoistway column (232), a hoistway landing (233), and a hoistway flap (234);

the shaft upright post (232) is connected with the shaft template (25), the shaft cross beam (231) is installed on the shaft upright post (232), the shaft platform (233) is installed on the shaft cross beam (231), and the shaft turning plate (234) is arranged at the joint of the shaft platform (233) and a wall body.

7. The core barrel creeper and horizontal structure aluminum mold combination system according to claim 6, wherein the well template (25) comprises: a template hanging device (251) and a template system (252);

the template system (252) is connected with the hoistway beam (231) through a template hanging device (251).

8. The core barrel creeping formwork and horizontal structure aluminum formwork combination system according to claim 1, wherein the horizontal structure aluminum formwork (6) comprises: a wall aluminum mould (61) and a horizontal structure aluminum mould (62);

the wall aluminum formwork (61) comprises a wall inclined strut (611) and a wall formwork (612), the wall formwork (612) is installed on the outer wall (3) of the core tube structure, one end of the wall inclined strut (611) is connected with the wall aluminum formwork (61), and the other end of the wall inclined strut (611) is installed on the structural beam slab (5);

the horizontal structure aluminum mould (62) comprises a support steel upright post (621) and a beam-slab template (622), wherein the upper part of the steel upright post (621) is installed on the beam-slab template (622), and the support steel upright post (621) is supported on a poured structural beam slab (5).

9. A construction method of a core tube creeping formwork and horizontal structure aluminum formwork combination system is characterized by comprising the following steps:

the method comprises the following steps: moving back an outer wall template (16) in a core tube outer wall creeping formwork (1) and a well template (25) in a core tube well creeping formwork (2), wherein the outer wall template (16) is moved back through a template moving-back device (164), and the well template (25) is moved back through a template hanging device (251);

step two: dismantling and stacking the beam plate templates (622) in the wall aluminum mould (61) and the horizontal structure aluminum mould (62) in a subarea mode;

step three: lifting the core tube outer wall creeping formwork (1) and the core tube well way creeping formwork (2) by one layer;

step four: and (3) checking whether the parameters of the floor after the lifting meet the standard, wherein the parameters needing to be checked comprise: whether the projected axis and the projected wall line are correct or not and whether the elevation is within the control range or not, if the projected axis and the projected wall line are correct and the elevation is within the control range, the next step is carried out, and if the projected axis and the projected wall line are not correct and the elevation is within the control range, the projected axis and the projected wall line are adjusted until the projected axis and the projected wall line reach the standard;

step five: binding vertical steel bars on the lifted floor, installing a template panel (161) in the external wall template (16), a well template (25) and a wall template (612) in the wall aluminum mold (61), and checking and correcting the verticality in time;

step six: installing a wall inclined strut (611) of the wall aluminum mould (61) and a horizontal structure aluminum mould (62) on the lifted floor;

step seven: carrying out integral correction, reinforcement inspection and wall template bottom ash filling on the lifted floors, and pouring a core tube structure outer wall (3), a core tube structure inner wall (4) and a structural beam plate (5);

and repeating the steps to construct the next floor after the concrete reaches the strength.

10. The construction method according to claim 9, wherein step three: the method is characterized in that the core tube outer wall creeping formwork (1) and the core tube well track creeping formwork (2) are lifted by one layer, and the method comprises the following steps:

the climbing formwork (1) of the outer wall of the core tube and the climbing formwork (2) of the well way of the core tube are lifted synchronously;

an outer wall embedded part (11) is installed on the outer wall (3) of the core tube structure, and a hoistway embedded part (21) is installed on the structural beam plate (5);

the outer wall guide rail (12) is lifted firstly through the outer wall hydraulic system (14), then the outer wall frame body (13) is integrally lifted through the outer wall hydraulic system (14), and the hoistway guide rail (22) and the hoistway frame body (23) are integrally lifted through the hoistway hydraulic system (24).

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