CN115341750A

CN115341750A - High-rise building shear wall structure template capable of being integrally lifted

Info

Publication number: CN115341750A
Application number: CN202211074525.0A
Authority: CN
Inventors: 杨岳雷; 还启国; 戴卫阳; 陶元开; 吴祝良
Original assignee: Jinhui Construction Group Co ltd
Current assignee: Jinhui Construction Group Co ltd
Priority date: 2022-09-03
Filing date: 2022-09-03
Publication date: 2022-11-15
Anticipated expiration: 2042-09-03
Also published as: CN115341750B

Abstract

The application relates to the field of shear wall templates, and discloses a high-rise building shear wall structure template capable of being integrally lifted, which comprises a supporting frame, wherein the supporting frame comprises a plurality of supporting columns fixedly connected to a building and a connecting frame horizontally arranged at the tops of the supporting columns; the lifting mechanism comprises a main truss arranged above the connecting frame in a sliding mode and a plurality of lifting machines arranged above the main truss in a sliding mode, the main truss is arranged in parallel, and the lifting machines slide along the length direction of the main truss; the integral steel formwork is arranged on a floor slab of the shear wall to be poured, and the elevator is used for lifting the steel formwork. The application has the green construction effect of realizing low cost, low material consumption, high quality and high efficiency.

Description

High-rise building shear wall structure template capable of being integrally lifted

Technical Field

The application relates to the field of shear wall templates, in particular to a high-rise building shear wall structure template capable of being integrally lifted.

Background

The shear wall is a wall body which mainly bears horizontal load and vertical load (gravity) caused by wind load or earthquake action in a house or a structure and is generally made of reinforced concrete. High-rise concrete shear wall structures are generally constructed by splicing wooden templates and aluminum templates.

In the process of implementing the application, the inventor finds that at least the following problems exist in the technology: the wood template is limited in turnover frequency, the appearance quality of concrete is difficult to guarantee, and material loss is large. The aluminum template is high in manufacturing cost and assembled in small pieces, the aluminum template is seriously deformed after the turnover times are more, the replacement of accessories is frequent, the expenditure is high, and the re-use and modification cost is high after the project construction is completed. In addition, the loose assembly construction needs to disassemble the templates and then assemble the templates again, the material loss in the process is serious, a large amount of labor is needed, the material cost and the labor cost are greatly increased, and a large number of construction periods are consumed.

Disclosure of Invention

In order to reduce the cost of template when guaranteeing concrete appearance quality in the shear force wall work progress, this application provides a high-rise building shear wall structure template that can wholly promote.

The application provides a but high-rise building shear wall structure template of whole promotion adopts following technical scheme:

a high-rise building shear wall structure template capable of being integrally lifted comprises a supporting frame, wherein the supporting frame comprises a plurality of supporting columns fixedly connected to a building and a connecting frame horizontally arranged at the tops of the supporting columns;

the lifting mechanism comprises a main truss arranged above the connecting frame in a sliding mode and a plurality of lifting machines arranged above the main truss in a sliding mode, the main truss is provided with a plurality of lifting machines in parallel, and the lifting machines slide along the length direction of the main truss;

the integral steel formwork is arranged on a floor slab needing to be cast with the shear wall, the integral steel formwork comprises two bases which are arranged oppositely, a main formwork arranged on the bases and two side formworks arranged between the two bases, the main formwork is arranged on each base, the main formwork is arranged on each side formwork, the side formworks are matched with each other to form a space for casting the shear wall, a plurality of hanging rings are arranged at the top of the main formwork, and the elevator is used for lifting the steel formwork.

By adopting the technical scheme, the supporting frame is fixedly arranged on the building, the lifting mechanism is arranged at the top of the supporting frame, the integral steel formwork formed by the base, the main formwork and the side formworks is used for replacing the original assembled formwork, the steel formwork is not easy to deform, and the appearance quality of concrete is ensured. Accomplish and reach certain intensity when shear force wall concrete placement, before this floor roof construction, utilize a plurality of lifting machine cooperation work with integral steel form whole lift to last floor, assemble again after integral steel form need not demolish, realize low-cost, low consumptive material, high quality, efficient green construction effect.

Optionally, the base includes that the level sets up bottom plate and the vertical connecting plate of setting on the bottom plate on the floor, be provided with a plurality of spacing muscle along vertical direction on the connecting plate, the master module is close to bottom plate one side all is provided with a plurality of connecting blocks, singly the connecting block is located two between the spacing muscle, bolted connection has a plurality of connecting bolt on the connecting plate, connecting bolt pass the connecting plate and with connecting block threaded connection.

Through adopting above-mentioned technical scheme, the base that sets up on the floor provides the installation basis for integral steel form, and the connecting block setting that will set up on the master template is between two spacing muscle, then carries out the connection of base and master template to make the master template when pouring concrete and drawing of patterns, be difficult for and the base between take place relative motion, promote the job stabilization nature of master template, also make integral steel form more stable at the promotion in-process simultaneously.

Optionally, two be provided with the locking subassembly between the master template, the locking subassembly includes nut seat, locking screw and connection pad, the nut seat is every all fixed being provided with one on the master template, two the coaxial setting of nut seat, locking screw is every equal threaded connection has one on the nut seat, two locking screw's screw thread turns to opposite, the connection pad is two locking screw is close to's one end each other and all is provided with one, two the connection pad can be dismantled and the connection.

By adopting the technical scheme, before concrete is poured, the two locking screws are adjusted to the required positions, then the two connecting discs are connected together, and then the locking screws are rotated to enable the two main templates to be close to each other, so that the distance between the two main templates is kept stable in the process of pouring the concrete, and the quality of a wall body is improved. In the demolding process, the two main templates are mutually far away through reversely rotating the locking screw rod, demolding is achieved, integral lifting is conducted after demolding, the main templates do not need to be dismantled during demolding, cost is reduced, and construction efficiency is improved.

Optionally, a locking frame is sleeved outside the integral steel template, the locking frame includes a bearing plate arranged on the side templates and a locking plate arranged on the bearing plate, a bearing plate is fixedly arranged on each of two sides of the side templates, which are far away from each other, a plug connector is vertically arranged on the bearing plate, the plug connector is gradually increased along the direction from top to bottom, the bearing plate is located above the bearing plate, an insertion hole is formed in the bearing plate, the plug connector is in insertion fit with the insertion hole, a gap is left between the bearing plate and the bearing plate, a plurality of reinforcing bolts are rotatably penetrated through the bearing plate, and the reinforcing bolts are in threaded connection with the bearing plate;

the bearing plate length direction's both ends all are provided with the locking frame, the locking space of locking frame inside formation along last to lower direction crescent, the locking plate is two one side that the master module was kept away from each other all is provided with one, on the master module the below of locking plate is all fixed and is provided with and is used for the bearing the limiting plate of locking plate, the both ends of locking plate all are provided with the check lock lever, the check lock lever with the cooperation of pegging graft in locking space.

Through adopting above-mentioned technical scheme, assemble together locking frame earlier before the pouring, then establish the outside at integral steel form with the locking frame cover to with plug connector and plughole grafting cooperation, utilize the plug connector to carry out the bearing to the bearing plate, the limiting plate carries the bearing to the locking plate, screws up reinforcing bolt again and tightly pushes down the bearing plate, makes the bearing plate difficult not hard up.

When the concrete is vibrated, the whole locking frame can sink under the action of gravity, so that the bearing plate and the bearing plate are more and more tightly matched. The locking frame extrudees the check lock pole downwards at the sunken in-process, because the locking plate can't move down under the spacing of limiting plate, the check lock pole can only make two locking plates be close to each other under the spacing in locking space, and is more firm to the master template centre gripping, finally makes integral steel form reach the effect of further locking at the vibrating in-process, promotes the job stabilization nature of integral steel form.

Optionally, a supporting rod is arranged between the base and the main template, fixing seats are hinged to two ends of the supporting rod, one of the fixing seats is detachably connected with the bottom plate, and the other fixing seat is detachably connected with the main template.

By adopting the technical scheme, the base, the main template and the supporting rods form a triangle, and the supporting rods are utilized to support the side face of the main template, so that the supporting strength of the main template on concrete is improved, the main template is not prone to tilting, and the working stability of the main template is further improved.

Optionally, be provided with a supporting seat on the base, threaded connection has adjusting screw on the supporting seat, adjusting screw's top is rotated and is provided with the regulating plate, the regulating plate with the connection can be dismantled to the fixing base.

Through adopting above-mentioned technical scheme, when installing the bracing piece, connect the side at the master template earlier with the bracing piece to place a fixing base in the regulating plate top, link together regulating plate and fixing base again, rise the regulating plate gradually through rotating adjusting screw, until will bracing piece top tight, thereby guaranteed the effect of strutting of bracing piece, reduce and produce the possibility that warp and lead to strutting the effect decline because of the bracing piece.

Optionally, the lifting device further comprises a lifting alarm component, the lifting alarm component comprises a horizontal measuring instrument arranged on the base and a controller arranged on the main truss, and the horizontal measuring instrument and the lifting machine are electrically connected to the controller.

Through adopting above-mentioned technical scheme, at the in-process that promotes integral steel form, utilize the horizontal measuring instrument to detect integral steel form state, when integral steel form takes place the slope, the controller controls at once and promotes the state that stops work and adjust integral steel form.

Optionally, one side of each of the two main templates, which is far away from each other, is provided with a latticed reinforcing rib.

By adopting the technical scheme, the structural strength of the main template is improved by utilizing the latticed reinforcing ribs, so that the main template is not easy to deform after being used for many times.

In summary, the present application includes at least one of the following beneficial technical effects:

1. a supporting frame is fixedly arranged on a building, a lifting mechanism is arranged at the top of the supporting frame, an integral steel template consisting of a base, a main template and side templates is used for replacing the original loose-splicing template, the steel template is not easy to deform, and the appearance quality of concrete is ensured. When the shear wall concrete pouring is completed and certain strength is achieved, before the roof plate of the floor is constructed, the integral steel formwork is integrally lifted to the upper floor by using a plurality of hoists in a matching mode, the integral steel formwork is not required to be disassembled and then is assembled again, and the green construction effect of low cost, low material consumption, high quality and high efficiency is achieved;

2. before concrete is poured, the two locking screws are adjusted to required positions, then the two connecting discs are connected together, and then the locking screws are rotated to enable the two main templates to be close to each other, so that the distance between the two main templates is kept stable in the concrete pouring process, and the quality of a wall body is improved. In the demolding process, the locking screw rods are reversely rotated to enable the two main templates to be away from each other, so that demolding is realized, the whole lifting is carried out after demolding, the main templates are not required to be dismantled during demolding, the cost is reduced, and the construction efficiency is improved;

3. the side face of the main template is supported by the supporting rods, so that the supporting strength of the main template on concrete is improved, the main template is not prone to tilting, and the working stability of the main template is further improved.

Drawings

Fig. 1 is a schematic overall structure diagram of an embodiment of the present application.

FIG. 2 is a schematic diagram of an embodiment of the present application embodying an integral steel form structure.

Fig. 3 is a schematic diagram of a structure of a locking assembly embodied in the embodiment of the present application.

Fig. 4 is an enlarged view at a in fig. 2.

Description of reference numerals:

01. a building; 1. a support frame; 11. a support pillar; 12. a connecting frame; 2. a lifting mechanism; 21. a main truss; 22. a hoist; 3. an integral steel form; 31. a base; 311. a base plate; 312. a connecting plate; 313. limiting ribs; 314. a connecting bolt; 32. a master template; 321. hanging a ring; 322. connecting blocks; 323. reinforcing ribs; 33. a sideform; 331. a support plate; 332. a plug-in unit; 4. a locking assembly; 41. a nut seat; 42. locking the screw rod; 43. a connecting disc; 5. locking the frame; 51. a pressure bearing plate; 511. inserting holes; 512. locking the frame; 52. a locking plate; 521. a locking lever; 522. a limiting plate; 53. reinforcing the bolt; 61. a support bar; 62. a fixed seat; 63. a support base; 64. adjusting the screw rod; 65. an adjusting plate; 71. a level gauge; 72. and a controller.

Detailed Description

The present application is described in further detail below with reference to figures 1-4.

The embodiment of the application discloses high-rise building shear wall structure template that can wholly promote. Referring to fig. 1, the integrally-lifted high-rise building shear wall structural formwork comprises a supporting frame 1, a lifting mechanism 2, an integral steel formwork 3 and a lifting alarm assembly, wherein the supporting frame 1 is fixedly connected to a building 01, the lifting mechanism 2 is arranged on the supporting frame 1, and the integral steel formwork 3 is arranged on a floor slab of a shear wall to be poured.

Referring to fig. 1, accomplish and reach certain intensity when shear force wall concrete placement, before this floor roof construction, assemble again after integral steel form 3 need not demolish, directly utilize hoist mechanism 2 to wholly promote integral steel form 3 to last floor, promote the state of warning subassembly at the in-process monitoring integral steel form 3 that promotes integral steel form 3, finally reach low cost, low consumptive material, high quality, efficient green construction effect.

Referring to fig. 1, a supporting frame 1 includes a supporting column 11 and a connecting frame 12, the supporting column 11 is fixedly connected with a plurality of on a building 01, the supporting column 11 is vertically arranged, the connecting frame 12 is a square frame, and the connecting frame 12 is horizontally arranged on the top of the supporting column 11 and is fixedly connected with the supporting column 11.

Referring to fig. 1, the lifting mechanism 2 includes two main trusses 21 and a lifter 22, the two main trusses 21 are arranged in parallel above the connection frame 12, the main trusses 21 are in sliding fit with the connection frame 12, the sliding mode of the main trusses 21 and the connection frame 12 is performed by using an existing sliding mode, and the main trusses 21 slide in a direction perpendicular to the length direction of the main trusses 21. The hoist 22 of this embodiment is an electric hoist, the hoist 22 is provided to slide on each main truss 21, and the sliding manner between the hoist 22 and the main truss 21 is performed by an existing sliding manner.

Referring to fig. 2 and 3, the integral steel formwork 3 includes a base 31, a main formwork 32 and a side formwork 33, the base 31 is provided with two relatively, each base 31 includes a bottom plate 311 and a connecting plate 312, the bottom plate 311 is horizontally arranged on a floor slab, the connecting plate 312 is vertically arranged on the bottom plate 311 and fixedly connected with the bottom plate 311, one side of the two connecting plates 312 close to each other is provided with a plurality of limiting ribs 313 along the vertical direction in an integrated manner, the embodiment takes three as an example, and the limiting ribs 313 are horizontally arranged.

Referring to fig. 2, the main templates 32 are vertically arranged on the floor, two main templates 32 are arranged between two connecting plates 312 at intervals, two side templates 33 are vertically arranged between the two main templates 32, one side of a single side template 33 is fixedly connected with one main template 32, and the two main templates 32 and the two side templates 33 are matched to form a space for pouring the shear wall. The top of each master template 32 is fixedly connected with a plurality of hanging rings 321, and one side of each master template 32 away from each other is integrally formed with a latticed reinforcing rib 323.

Referring to fig. 3, a plurality of connecting blocks 322 are fixedly disposed on one side of each main template 32 close to the connecting plate 312 along a vertical direction, in this embodiment, two connecting blocks 322 are taken as an example, a single connecting block 322 is located between two limiting ribs 313, a plurality of connecting bolts 314 are bolted to each connecting plate 312, and the connecting bolts 314 pass through the connecting plates 312 and are in threaded connection with the connecting blocks 322. The main template 32 is restrained by the restraining rib 313.

Referring to fig. 3, in order to make the master templates 32 work more stably, a locking assembly 4 is disposed between two master templates 32, the locking assembly 4 includes a nut seat 41, locking screws 42 and a connecting disc 43, the nut seat 41 is fixedly disposed at an edge of each master template 32, the two nut seats 41 are coaxially disposed, an axis of the nut seat is horizontal, the locking screws 42 are respectively and threadedly connected to each nut seat 41, the thread turning directions of the two locking screws 42 are opposite, one connecting disc 43 is fixedly connected to one end of each connecting disc 43, which is close to each other, and the two connecting discs 43 are detachably connected through bolts.

Referring to fig. 3, two locking assemblies 4 are vertically and uniformly distributed on two vertical sides of the main template 32. When the integral type steel formwork 3 is installed, the main formworks 32 are connected with the base 31, then the table of the locking assembly 4 is locked, the two locking screws 42 are adjusted to required positions, the two connecting discs 43 are connected together through bolts, and then the two main formworks 32 are close to each other by rotating the locking screws 42, so that the distance between the two main formworks 32 is kept stable in the process of pouring concrete. In the demolding process, the two main templates 32 are separated from each other by reversely rotating the locking screw 42, so that demolding is realized, and the integral steel template 3 is integrally lifted after demolding.

Referring to fig. 2 and 4, the locking frame 5 is sleeved outside the integral steel form 3, the locking frame 5 includes a bearing plate 51 and a locking plate 52, a bearing plate 331 is welded on one side of each of the two side forms 33, the bearing plate 331 is horizontally arranged, a plug connector 332 is welded on the upper side of each bearing plate 331, the plug connector 332 is vertically arranged, and the plug connector 332 is gradually increased along the direction from top to bottom. The bearing plate 51 is arranged above each bearing plate 331, each bearing plate 51 is provided with an inserting hole 511, the inserting piece 332 is inserted and matched with the inserting hole 511, and a plurality of reinforcing bolts 53 penetrate through the bearing plate 51 in a rotating mode. After the reinforcing bolt 53 is screwed, the reinforcing bolt 53 passes through the bearing plate 51 and is in threaded connection with the bearing plate 331, the head of the reinforcing bolt 53 abuts against the bearing plate 51, and a gap is reserved between the bearing plate 51 and the bearing plate 331.

Referring to fig. 2 and 4, the locking frames 512 are fixedly arranged at both ends of each bearing plate 51 in the length direction, the locking frames 512 are in a trapezoidal arrangement, the top of each locking frame 512 is a trapezoidal inclined edge, one side of each inclined edge, which is far away from the middle of the bearing plate 51, is higher than one side of each inclined edge, which is far away from the middle of the bearing plate 51, the two locking frames 512 are arranged oppositely, and each locking frame 512 is internally provided with a locking space which gradually increases along the up-down direction. Locking plate 52 all is provided with one in the one side that two master templates 32 kept away from each other, and locking plate 52 contradicts with master template 32, and the below of every locking plate 52 all is provided with limiting plate 521, limiting plate 521 and master template 32 fixed connection, and limiting plate 521 contradicts with locking plate 52, and the both ends of every locking plate 52 are all fixed and are provided with check lock lever 521, and check lock lever 521 cooperates with locking frame 512 grafting.

Referring to fig. 2 and 4, before casting, the locking frame 5 is assembled together, then the locking frame 5 is sleeved outside the integral steel form 3, and the reinforcing bolt 53 is screwed, and at this time, the locking plate 52 abuts against the limiting plate 521. When the in-process of vibrating the concrete, whole locking frame 5 can sink under the action of gravity, make the cooperation between self and the supporting plate 331 inseparable more and more when bearing plate 51 sinks this moment, locking frame 512 can extrude locking lever 521 at the sunken in-process simultaneously, and locking lever 521 receives the spacing removal that can only follow the horizontal direction of limiting plate 521, makes two locking plates 52 be close to each other, makes two locking plates 52 more firm to the centre gripping of master module 32.

Referring to fig. 2 and 3, in order to further improve the working stability of the main template 32, three supporting seats 63 are fixedly arranged on each base 31 along the length direction thereof, an adjusting screw 64 is connected to each supporting seat 63 through a screw thread, the adjusting screw 64 is vertically arranged, an adjusting plate 65 is rotatably connected to the top end of each adjusting screw 64, and the adjusting plate 65 is horizontally arranged. A supporting rod 61 is arranged between each adjusting plate 65 and each main template 32, two ends of each supporting rod 61 are hinged to fixing seats 62, one fixing seat 62 is detachably connected with the adjusting plate 65 through a bolt, the other fixing seat 62 is detachably connected with the middle position of the main template 32 in the height direction through a bolt, and the supporting rods 61 are used for supporting each main template 32.

Referring to fig. 2 and 3, the lift warning assembly includes two level gauges 71 and a controller 72, the two level gauges 71 are fixedly disposed on each base 31, the controller 72 is fixedly disposed on the main truss 21, and the level gauges 71 and the lift 22 are electrically connected to the controller 72. The state of the integrated steel form 3 is detected by the level gage 71 and transmitted to the controller 72, and then the hoist 22 is controlled by the controller 72.

The implementation principle of the high-rise building shear wall structure template capable of being integrally lifted is as follows: install braced frame 1 during the construction on building 01, and at braced frame 1 top installation hoist mechanism 2, then carry out the installation of integral steel form 3, install the pouring of carrying out the shear force wall behind the integral steel form 3, accomplish and reach certain intensity when shear force wall concrete placement, before this floor roof construction, utilize if 22 cooperation work of lifting machine, with integral steel form 3 whole promotion to last floor, assemble again after integral steel form 3 need not demolish, realize low cost, low consumptive material, high quality, efficient green construction effect.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. The utility model provides a but high-rise building shear wall structure template of whole promotion which characterized in that: the building support frame comprises a support frame (1), wherein the support frame (1) comprises a plurality of support columns (11) fixedly connected to a building (01) and a connecting frame (12) horizontally arranged at the tops of the support columns (11);

the lifting mechanism (2) comprises a main truss (21) arranged above the connecting frame (12) in a sliding mode and a plurality of lifting machines (22) arranged above the main truss (21) in a sliding mode, the main truss (21) is provided with a plurality of lifting machines in parallel, and the lifting machines (22) slide along the length direction of the main truss (21);

integral steel form (3), integral steel form (3) set up on the floor of the shear force wall that needs to be waited to pour, integral steel form (3) include base (31) of two relative settings, set up master template (32) on base (31) and set up two side form (33) between two bases (31), master template (32) all are provided with one, two on every base (31) master template (32) and two side form (33) cooperation encloses into the space of pouring the shear force wall, master template (32) top is provided with a plurality of links (321), lifting machine (22) are used for promoting the steel form.

2. The integrally liftable shear wall structural formwork for high-rise buildings according to claim 1, wherein: base (31) are including bottom plate (311) and the connecting plate (312) of vertical setting on bottom plate (311) of level setting on the floor, be provided with a plurality of spacing muscle (313) along vertical direction on connecting plate (312), master module (32) are close to bottom plate (311) one side all is provided with a plurality of connecting blocks (322), singly connecting block (322) are located two between spacing muscle (313), bolted connection has a plurality of connecting bolt (314) on connecting plate (312), connecting bolt (314) pass connecting plate (312) and with connecting block (322) threaded connection.

3. The integrally liftable shear wall structural formwork for high-rise buildings according to claim 1, wherein: two be provided with locking subassembly (4) between master template (32), locking subassembly (4) include nut seat (41), locking screw (42) and connection pad (43), nut seat (41) are every all fixed being provided with one on master template (32), two nut seat (41) coaxial setting, locking screw (42) are every equal threaded connection has one on nut seat (41), two the screw thread handedness of locking screw (42) is opposite, connection pad (43) are two the one end that locking screw (42) are close to each other all is provided with one, two connection pad (43) can dismantle the connection.

4. The integrally liftable shear wall structural formwork for high-rise buildings according to claim 1, wherein: the locking frame (5) is sleeved outside the integral steel template (3), the locking frame (5) comprises a bearing plate (51) arranged on the side templates (33) and a locking plate (52) arranged on the bearing plate (51), one side, far away from each other, of each of the two side templates (33) is fixedly provided with a bearing plate (331), a plug connector (332) is vertically arranged on the bearing plate (331), the plug connector (332) is gradually increased along the direction from top to bottom, the bearing plate (51) is positioned above the bearing plate (331), the bearing plate (51) is provided with a plug hole (511), the plug connector (332) is in plug fit with the plug hole (511), a gap is reserved between the bearing plate (51) and the bearing plate (331), a plurality of reinforcing bolts (53) are rotatably penetrated through the bearing plate (51), and the reinforcing bolts (53) are in threaded connection with the bearing plate (331);

bearing plate (51) length direction's both ends all are provided with locking frame (512), locking frame (512) inside formation is along last locking space to the direction crescent down, locking board (52) are two one side that master module (32) kept away from each other all is provided with one, master module (32) are gone up the below of locking board (52) is all fixed and is provided with and is used for the bearing limiting plate (522) of locking board (52), the both ends of locking board (52) all are provided with check lock lever (521), check lock lever (521) with the cooperation of pegging graft in locking space.

5. The integrally liftable shear wall structural formwork for high-rise buildings according to claim 2, wherein: a supporting rod (61) is arranged between the base (31) and the main template (32), two ends of the supporting rod (61) are hinged with fixing seats (62), one of the fixing seats (62) is detachably connected with the bottom plate (311), and the other fixing seat (62) is detachably connected with the main template (32).

6. The integrally liftable shear wall structural formwork for high-rise buildings according to claim 5, wherein: be provided with supporting seat (63) on base (31), threaded connection has adjusting screw (64) on supporting seat (63), adjusting screw (64)'s top is rotated and is provided with regulating plate (65), regulating plate (65) with fixing base (62) can dismantle the connection.

7. The integrally liftable shear wall structural formwork for high-rise buildings according to claim 1, wherein: the lifting alarm assembly comprises a horizontal measuring instrument (71) arranged on the base (31) and a controller (72) arranged on the main truss (21), and the horizontal measuring instrument (71) and the lifting machine (22) are electrically connected to the controller (72).

8. The integrally liftable shear wall structural formwork for high-rise buildings according to claim 1, wherein: and one sides of the two main templates (32) which are far away from each other are provided with latticed reinforcing ribs (323).