CN115341750B - High-rise building shear wall structure template capable of being integrally lifted - Google Patents
High-rise building shear wall structure template capable of being integrally lifted Download PDFInfo
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- CN115341750B CN115341750B CN202211074525.0A CN202211074525A CN115341750B CN 115341750 B CN115341750 B CN 115341750B CN 202211074525 A CN202211074525 A CN 202211074525A CN 115341750 B CN115341750 B CN 115341750B
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The application relates to the field of shear wall templates, and discloses a shear wall structure template of a high-rise building, which comprises a support frame, wherein the support frame comprises a plurality of support columns fixedly connected to a building and a connecting frame horizontally arranged at the top of the support columns; the lifting mechanism comprises a main truss arranged above the connecting frame in a sliding manner and a plurality of lifting machines arranged above the main truss in a sliding manner, wherein the plurality of main trusses are arranged in parallel, and the lifting machines slide along the length direction of the main truss; the integral steel template is arranged on a floor slab of the shear wall to be poured, and the lifting machine is used for lifting the steel template. The application has the advantages of low cost, low material consumption, high quality and high efficiency.
Description
Technical Field
The application relates to the field of shear wall templates, in particular to a shear wall structure template of a high-rise building, which can be integrally lifted.
Background
Shear walls are walls in houses or structures which mainly bear horizontal and vertical loads (gravity) caused by wind loads or earthquake actions, and are generally made of reinforced concrete. The high-rise concrete shear wall structure is generally constructed by adopting wooden templates and aluminum templates in a split manner.
In carrying out the present application, the inventors have found that at least the following problems exist in this technology: the wood template has limited turnover times, and the appearance quality of the concrete is more difficult to ensure, so that the material loss is large. The aluminum template is high in manufacturing cost, small blocks are assembled, the aluminum template is serious in deformation after the turnover times are more, accessories are frequently replaced, the consumption expense is high, and the cost of refitting for reuse is high after project construction is completed. In addition, the template is required to be disassembled and assembled again after the assembly construction, the material loss is serious in the process, a large amount of labor is required, the material cost and the labor cost are greatly increased, and a large amount of construction period is consumed.
Disclosure of Invention
In order to reduce the cost of the formwork while guaranteeing the appearance quality of concrete in the construction process of the shear wall, the application provides the high-rise building shear wall structure formwork which can be integrally lifted.
The application provides a high-rise building shear wall structure template capable of being integrally lifted, which adopts the following technical scheme:
the utility model provides a but high-rise building shear wall structure template of integral hoisting, includes braced frame, braced frame includes a plurality of support columns of fixed connection on the building, the connecting frame of horizontal setting in the support column top;
the lifting mechanism comprises a main truss and a plurality of lifting machines, the main truss is arranged above the connecting frame in a sliding mode, the lifting machines are arranged above the main truss in a sliding mode, the plurality of lifting machines are arranged in parallel, and the lifting machines slide along the length direction of the main truss;
integral steel form, integral steel form sets up on the floor of waiting to pour into a mould the shear force wall, integral steel form includes two bases that set up relatively, the main form of setting on the base and sets up two side forms between two bases, the main form all is provided with one on every base, two main form and two side form cooperate and enclose into the space of pouring into a mould the shear force wall, main form top is provided with a plurality of links, the lifting machine is used for promoting the steel form.
Through adopting above-mentioned technical scheme, fixed braced frame that sets up on the building to set up elevating system at braced frame top, utilize the integral steel form that base, master template and side form constitute to replace original scattered template of piecing together, the steel form is difficult for warping, has guaranteed the appearance quality of concrete. When the concrete pouring of the shear wall is completed and reaches a certain strength, before the construction of the floor roof, the integral steel forms are integrally lifted to the previous floor by utilizing the cooperation of a plurality of lifters, and the integral steel forms are assembled again after being disassembled, so that the green construction effects of low cost, low material consumption, high quality and high efficiency are realized.
Optionally, the base includes the bottom plate of level setting on the floor and the connecting plate of vertical setting on the bottom plate, be provided with a plurality of spacing muscle along vertical direction on the connecting plate, the main form board is close to bottom plate one side all is provided with a plurality of connecting blocks, and is single the connecting block is located two between the spacing muscle, bolted connection has a plurality of connecting bolts 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, will set up the connecting block setting on the master template between two spacing muscle, then carry out the connection of base and master template to make the master template be difficult for taking place relative motion with the base when pouring concrete and drawing of patterns, promote master template's job stabilization nature, also make integral steel form more stable at the promotion in-process simultaneously.
Optionally, two be provided with locking subassembly between the main template, locking subassembly includes nut seat, locking screw and connection pad, the nut seat is every all fixed being provided with one on the main template, two nut seat coaxial setting, the locking screw is every on the nut seat equal threaded connection has one, two locking screw's screw thread revolves to opposite, the connection pad is two locking screw's one end that is close to each other all is provided with one, two connection pad detachable connection.
Through adopting above-mentioned technical scheme, before pouring concrete, adjust two locking screw to the position of needs, then link together two connection pads, rotate locking screw again and make two main templates be close to each other to make the distance between two main templates keep stable at the in-process of pouring concrete, promote the quality of wall body. In the demolding process, the two main templates are mutually far away by reversely rotating the locking screw, so that demolding is realized, integral lifting is performed after demolding, the main templates are not required to be removed during demolding, the cost is reduced, and the construction efficiency is improved.
Optionally, the outside cover of integral steel form is equipped with the locking frame, the locking frame is including setting up bearing plate and the locking plate of setting on the bearing plate on the side form, two the side form is kept away from each other the side all fixedly provided with a bearing plate, vertically be provided with the plug connector on the bearing plate, the plug connector increases along the direction from top to bottom gradually, the bearing plate is located the bearing plate top, the spliced eye has been seted up on the bearing plate, the plug connector with the spliced eye grafting cooperation, leave the clearance between bearing plate and the bearing plate, rotate on the bearing plate and wear to be equipped with a plurality of reinforcing bolts, reinforcing bolt with bearing plate threaded connection;
the utility model discloses a bearing plate, including bearing plate, main template, locking plate, locking bar and locking space grafting cooperation, bearing plate length direction's both ends all are provided with the locking frame, the inside locking space that increases gradually of formation edge to lower direction of locking frame, the locking plate is two one side that the main template kept away from each other all is provided with one, be in on the main template the below of locking plate is all fixed to be 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 locking bar, the locking bar with locking space grafting cooperation.
Through adopting above-mentioned technical scheme, will lock the frame assembly together earlier before the pouring, then establish the outside at integral steel form with locking frame cover to with plug connector and spliced eye grafting cooperation, utilize the plug connector to carry out the bearing plate, the limiting plate carries out the bearing to the locking plate, screws up the reinforcing bolt again and tightly pushes down the bearing plate, makes the bearing plate be difficult for 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 matched more and more tightly. The locking frame extrudes the locking lever downwards at the in-process that sinks, because the locking board can't move down under the spacing of limiting plate, the locking lever can only make two locking boards be close to each other under the spacing of locking space, and it is more firm to hold the main form clamp, finally makes integral steel form reach the effect of further locking at the in-process of vibrating, promotes the job stabilization nature of integral steel form.
Optionally, a supporting rod is arranged between the base and the main template, two ends of the supporting rod are hinged with fixing seats, one of the fixing seats is detachably connected with the bottom plate, and the other fixing seat is detachably connected with the main template.
Through adopting above-mentioned technical scheme, form triangle-shaped between base, main form board and the supporting rod three, utilize the supporting rod to support the side of main form board to promote main form board to concrete supporting strength, make the main form board be difficult for producing the slope, further promote the job stabilization nature of main form board.
Optionally, be provided with the supporting seat on the base, threaded connection has adjusting screw on the supporting seat, adjusting screw's top rotates and is provided with the regulating plate, the regulating plate with the fixing base can dismantle and be connected.
Through adopting above-mentioned technical scheme, when installing the supporting rod, will support the pole earlier and connect in the side of main form board 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 with supporting rod top tightly, thereby guaranteed the supporting effect of supporting rod, reduce the possibility that leads to supporting effect to decline because of the supporting rod produces the deformation.
Optionally, the lifting alarm assembly comprises a level gauge arranged on the base and a controller arranged on the main truss, and the level gauge and the lifting machine are electrically connected to the controller.
By adopting the technical scheme, in the process of lifting the integral steel template, the state of the integral steel template is detected by using the horizontal measuring instrument, and when the integral steel template inclines, the controller immediately controls the lifting to stop working and adjusts the state of the integral steel template.
Optionally, grid-shaped reinforcing ribs are arranged on one side, away from each other, of the two main templates.
Through adopting above-mentioned technical scheme, utilize latticed strengthening rib to promote the structural strength of master template to make the master template be difficult for producing the deformation after the multiple use.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the supporting frame is fixedly arranged on a building, the lifting mechanism is arranged at the top of the supporting frame, the integral steel template consisting of the base, the main template and the side templates is utilized to replace the original loose-spliced templates, the steel template is not easy to deform, and the appearance quality of concrete is guaranteed. When the concrete pouring of the shear wall is completed and reaches a certain strength, before the construction of the floor roof, the integral steel forms are integrally lifted to the previous floor by utilizing the cooperation of a plurality of lifters, and the integral steel forms are assembled again after being disassembled, so that the green construction effects of low cost, low material consumption, high quality and high efficiency are realized;
2. before the concrete is poured, the two locking screws are adjusted to the required positions, then the two connecting discs are connected together, and 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 the wall body is improved. In the demolding process, the two main templates are mutually far away by reversely rotating the locking screw, so that demolding is realized, integral lifting is performed after demolding, the main templates are not required to be removed 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 to concrete is improved, the main template is not easy to incline, and the working stability of the main template is further improved.
Drawings
Fig. 1 is a schematic overall structure of an embodiment of the present application.
FIG. 2 is a schematic diagram of an integrated steel template structure embodying an embodiment of the present application.
Fig. 3 is a schematic view showing a structure of a locking assembly according to an embodiment of the present application.
Fig. 4 is an enlarged view at a in fig. 2.
Reference numerals illustrate:
01. a building; 1. a support frame; 11. a support column; 12. a connection frame; 2. a lifting mechanism; 21. a main truss; 22. a hoist; 3. integral steel form; 31. a base; 311. a bottom plate; 312. a connecting plate; 313. a limit rib; 314. a connecting bolt; 32. a master template; 322. a connecting block; 33. a side form; 331. a bearing plate; 332. a plug-in component; 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. a plug hole; 512. locking the frame; 52. a locking plate; 521. a locking lever; 522. a limiting plate; 53. reinforcing bolts; 61. a support rod; 62. a fixing seat; 63. a support seat; 64. adjusting a screw; 65. an adjusting plate; 71. a level gauge; 72. and a controller.
Detailed Description
The application is described in further detail below with reference to fig. 1-4.
The embodiment of the application discloses a shear wall structure template capable of being integrally lifted for a high-rise building. Referring to fig. 1, a shear wall structure formwork of a high-rise building capable of being integrally lifted 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, when the concrete pouring of the shear wall is completed and reaches a certain strength, before the construction of the floor roof, the integral steel form 3 is not required to be disassembled and assembled again, the integral steel form 3 is integrally lifted to the previous floor by directly utilizing the lifting mechanism 2, the state of the integral steel form 3 is monitored by the lifting alarm assembly in the process of lifting the integral steel form 3, and finally, the green construction effect of low cost, low consumption, high quality and high efficiency is achieved.
Referring to fig. 1, a support frame 1 includes a support column 11 and a connection frame 12, the support column 11 is fixedly connected with a plurality of on a building 01, the support column 11 is vertically disposed, the connection frame 12 is a square frame, and the connection frame 12 is horizontally disposed at the top of the support column 11 and is fixedly connected with the support column 11.
Referring to fig. 1, the lifting mechanism 2 includes a main truss 21 and a lifter 22, two main trusses 21 are disposed above the connection frame 12 in parallel, the main truss 21 is slidably engaged with the connection frame 12, the sliding manner of the main truss 21 and the connection frame 12 is performed in the existing sliding manner, and the main truss 21 slides along a direction perpendicular to the length direction thereof. In this embodiment, the hoist 22 is an electric hoist, one hoist 22 is slidably disposed on each main truss 21, and the sliding manner of the hoist 22 and the main truss 21 is performed by using the existing sliding manner.
Referring to fig. 2 and 3, the integral steel form 3 includes a base 31, a main form 32 and a side form 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 plates 312 are vertically arranged on the bottom plate 311 and fixedly connected with the bottom plate 311, a plurality of limit ribs 313 are integrally formed on one sides of the two connecting plates 312, which are close to each other, along the vertical direction, and the limit ribs 313 are horizontally arranged in this embodiment by taking three examples.
Referring to fig. 2, the main templates 32 are vertically disposed on the floor slab, two main templates 32 are disposed between two connection plates 312 at intervals, two side templates 33 are vertically disposed between two main templates 32, one side of a single side template 33 is fixedly connected with one of the main templates 32, and two main templates 32 and two side templates 33 are combined to form a space for casting the shear wall. The top of every master template 32 all fixedly connected with a plurality of links, and the equal integrated into one piece of one side that two master templates 32 kept away from each other has latticed strengthening rib.
Referring to fig. 3, a plurality of connection blocks 322 are fixedly arranged on one side, close to the connection plates 312, of each main template 32 along the vertical direction, in this embodiment, two connection blocks 322 are taken as an example, a single connection block 322 is located between two limiting ribs 313, a plurality of connection bolts 314 are connected to each connection plate 312 through bolts 314 penetrating through the connection plates 312 and in threaded connection with the connection blocks 322. The main template 32 is limited by the limit ribs 313.
Referring to fig. 3, in order to make the operation of the main templates 32 more stable, a locking assembly 4 is provided between the two main templates 32, the locking assembly 4 includes a nut seat 41, a locking screw 42 and a connecting disc 43, the nut seat 41 is fixedly provided with one at the edge of each main template 32, the two nut seats 41 are coaxially arranged, the axes are horizontal, the locking screw 42 is in threaded connection with one on each nut seat 41, the threads of the two locking screws 42 are opposite in rotation direction, the connecting disc 43 is fixedly connected with one at one end of each of the two locking screws 42, and the two connecting discs 43 are detachably connected through bolts.
Referring to fig. 3, the locking assemblies 4 are vertically and uniformly distributed in two on two vertical sides of the main mold plate 32. When the integral steel form 3 is installed, the main form 32 is connected with the base 31, then the chopping of the locking assembly 4 is carried out, the two locking screws 42 are adjusted to the required positions, the two connecting discs 43 are connected together through bolts, and then the two main forms 32 are mutually close by rotating the locking screws 42, so that the distance between the two main forms 32 is kept stable in the process of casting 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, a 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, one side, away from each other, of each of the two side forms 33 is welded with a bearing plate 331, the bearing plates 331 are horizontally arranged, each of the bearing plates 331 is welded with a socket 332 above, the socket 332 is vertically arranged, and the socket 332 is gradually increased along the direction from top to bottom. The bearing plates 51 are arranged above each bearing plate 331, each bearing plate 51 is provided with a plug hole 511, the plug piece 332 is in plug fit with the plug hole 511, and a plurality of reinforcing bolts 53 are further rotatably arranged above the bearing plates 51. After tightening the reinforcing bolts 53, the reinforcing bolts 53 pass through the bearing plate 51 and are in threaded connection with the bearing plate 331, the heads of the reinforcing bolts 53 abut 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, locking frames 512 are fixedly disposed at both ends of the length direction of each bearing plate 51, the locking frames 512 are trapezoidal, the top of each locking frame 512 is a trapezoidal oblique side, one side of the oblique side, which is far away from the middle of the bearing plate 51, is higher than one side, which is far away from the middle of the bearing plate 51, two locking frames 512 are oppositely disposed, and a locking space gradually increasing along the up-to-down direction is formed inside each locking frame 512. The locking plates 52 are arranged on one side, away from each other, of the two main templates 32, the locking plates 52 are in interference fit with the main templates 32, limiting plates 522 are arranged below each locking plate 52, the limiting plates 522 are fixedly connected with the main templates 32, the limiting plates 522 are in interference fit with the locking plates 52, locking rods 521 are fixedly arranged at two ends of each locking plate 52, and the locking rods 521 are in insertion fit with the locking frames 512.
Referring to fig. 2 and 4, the locking frame 5 is assembled together before casting, and then the locking frame 5 is sleeved outside the integral steel form 3, and the reinforcing bolts 53 are tightened, so that the locking plate 52 abuts against the limiting plate 522. When the concrete is vibrated, the whole locking frame 5 can sink under the action of gravity, at the moment, the bearing plate 51 is matched with the bearing plate 331 more and more tightly when sinking, meanwhile, the locking frame 512 can squeeze the locking rod 521 in the sinking process, the locking rod 521 is limited by the limiting plate 522 and can only move along the horizontal direction, so that the two locking plates 52 are close to each other, and the two locking plates 52 clamp the main template 32 more firmly.
Referring to fig. 2 and 3, in order to further improve the stability of the operation of the main form 32, three supporting seats 63 are fixedly provided on each base 31 along the length direction thereof, adjusting screws 64 are connected to each supporting seat 63 in a threaded manner, the adjusting screws 64 are vertically arranged, the top end of each adjusting screw 64 is rotatably connected with an adjusting plate 65, and the adjusting plates 65 are horizontally arranged. A supporting rod 61 is arranged between each adjusting plate 65 and the main template 32, two ends of each supporting rod 61 are hinged with fixing seats 62, one of the fixing seats 62 is detachably connected with the adjusting plate 65 through bolts, the other fixing seat 62 is detachably connected with the middle position of the main template 32 in the height direction through bolts, and the supporting rod 61 is utilized to play a supporting role on each main template 32.
Referring to fig. 2 and 3, the elevation warning assembly includes a level gauge 71 and a controller 72, two level gauges 71 are fixedly provided on each base 31, and the controller 72 is fixedly provided on the main truss 21, and the level gauge 71 and the elevator 22 are electrically connected to the controller 72. The state of the integral steel form 3 is detected by the level gauge 71 and transferred to the controller 72, and then the elevator 22 is controlled by the controller 72.
The implementation principle of the high-rise building shear wall structure template capable of being integrally lifted in the embodiment of the application is as follows: during construction, the supporting frame 1 is installed on the building 01, the lifting mechanism 2 is installed at the top of the supporting frame 1, then the integral steel form 3 is installed, the shear wall is poured after the integral steel form 3 is installed, when the concrete pouring of the shear wall is completed and reaches a certain strength, before the construction of the floor roof, the integral steel form 3 is integrally lifted to the previous floor by using the elevator 22 to cooperate, the integral steel form 3 is assembled again after being disassembled, and the green construction effects of low cost, low consumption materials, high quality and high efficiency are achieved.
The above embodiments are not intended to limit the scope of the present application, so: all equivalent changes in structure, shape and principle of the application should be covered in the scope of protection of the application.
Claims (6)
1. The utility model provides a but high-rise building shear force wall structure template of integral hoisting which characterized in that: the building support 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 top of the support columns (11);
the lifting mechanism (2) comprises a main truss (21) arranged above the connecting frame (12) in a sliding manner and a plurality of lifters (22) arranged above the main truss (21) in a sliding manner, wherein the plurality of main trusses (21) are arranged in parallel, and the lifters (22) slide along the length direction of the main truss (21);
the integrated steel formwork (3), the integrated steel formwork (3) is arranged on a floor slab of a shear wall to be poured, the integrated steel formwork (3) comprises two bases (31) which are oppositely arranged, a main formwork (32) arranged on the bases (31) and two side formworks (33) arranged between the two bases (31), the main formwork (32) is provided with one main formwork (32) on each base (31), the two main formworks (32) and the two side formworks (33) are matched and enclosed to form a space for pouring the shear wall, a plurality of hanging rings are arranged at the top of the main formwork (32), and the lifting machine (22) is used for lifting the steel formwork;
the base (31) comprises a bottom plate (311) horizontally arranged on a floor slab and a connecting plate (312) vertically arranged on the bottom plate (311), a plurality of limiting ribs (313) are arranged on the connecting plate (312) along the vertical direction, a plurality of connecting blocks (322) are arranged on one side, close to the bottom plate (311), of the main template (32), the connecting blocks (322) are located between the two limiting ribs (313), a plurality of connecting bolts (314) are connected to the connecting plate (312) through bolts, and the connecting bolts (314) penetrate through the connecting plate (312) and are in threaded connection with the connecting blocks (322);
the steel formwork is characterized in that a locking frame (5) is sleeved outside the integral steel formwork (3), the locking frame (5) comprises a bearing plate (51) arranged on the side formworks (33) and a locking plate (52) arranged on the bearing plate (51), one side, away from each other, of each side formwork (33) is fixedly provided with a bearing plate (331), each bearing plate (331) is vertically provided with an inserting piece (332), each inserting piece (332) gradually increases along the direction from top to bottom, each bearing plate (51) is located above each bearing plate (331), each bearing plate (51) is provided with an inserting hole (511), each inserting piece (332) is in inserting fit with each inserting hole (511), a gap is reserved between each bearing plate (51) and each bearing plate (331), each bearing plate (51) is rotatably provided with a plurality of reinforcing bolts (53), and each reinforcing bolt (53) is in threaded connection with each bearing plate (331);
the utility model discloses a locking device for the bearing plate, including bearing plate (51) and locking plate (52), bearing plate (51) length direction's both ends all are provided with locking frame (512), locking frame (512) are inside to form along last locking space to the lower direction increase gradually, locking plate (52) are two one side that main template (32) kept away from each other all is provided with one, main template (32) are last be in the below of locking plate (52) is all fixed be provided with be used for the bearing limiting plate (522) of locking plate (52), the both ends of locking plate (52) all are provided with locking lever (521), locking lever (521) with locking space grafting cooperation.
2. The integrally liftable high-rise building shear wall structure formwork of claim 1, wherein: be provided with locking subassembly (4) between two main 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 on main template (32), two nut seat (41) coaxial setting, locking screw (42) are every on nut seat (41) equal threaded connection has one, two the screw thread of locking screw (42) revolves to opposite, connection pad (43) are two locking screw (42) are close to each other the one end all is provided with one, two connection pad (43) can dismantle the connection.
3. The integrally liftable high-rise building shear wall structure formwork of claim 1, wherein: support rods (61) are arranged between the base (31) and the main template (32), two ends of each support rod (61) are hinged with fixing seats (62), one fixing seat (62) is detachably connected with the bottom plate (311), and the other fixing seat (62) is detachably connected with the main template (32).
4. A high-rise building shear wall structure formwork capable of being integrally lifted as claimed in claim 3, wherein: the base (31) is provided with a supporting seat (63), an adjusting screw (64) is connected to the supporting seat (63) in a threaded mode, an adjusting plate (65) is rotatably arranged at the top end of the adjusting screw (64), and the adjusting plate (65) is detachably connected with the fixing seat (62).
5. The integrally liftable high-rise building shear wall structure formwork of claim 1, wherein: the lifting alarm device further comprises a lifting alarm assembly, 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).
6. The integrally liftable high-rise building shear wall structure formwork of claim 1, wherein: and grid-shaped reinforcing ribs are arranged on one side, away from each other, of each main template (32).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211074525.0A CN115341750B (en) | 2022-09-03 | 2022-09-03 | High-rise building shear wall structure template capable of being integrally lifted |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
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| CN114016509A (en) * | 2021-11-22 | 2022-02-08 | 江苏省交通工程集团有限公司 | Self-propelled concrete retaining wall cast-in-place construction equipment and method |
| CN114622504A (en) * | 2022-04-18 | 2022-06-14 | 江苏省交通工程集团有限公司 | Concrete outside retaining wall cast-in-place construction equipment and construction method |
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| CN103669872A (en) * | 2013-12-09 | 2014-03-26 | 赵路航 | Walling method and walling device |
| EP3020886A1 (en) * | 2014-11-17 | 2016-05-18 | Petri Varonen | Method for fabricating a wall or walls of a building by casting, and a form system |
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| CN115341750A (en) | 2022-11-15 |
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