CN114856167B - Using method of cast-in-situ mold for building outer wall - Google Patents
Using method of cast-in-situ mold for building outer wall Download PDFInfo
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- CN114856167B CN114856167B CN202210246554.4A CN202210246554A CN114856167B CN 114856167 B CN114856167 B CN 114856167B CN 202210246554 A CN202210246554 A CN 202210246554A CN 114856167 B CN114856167 B CN 114856167B
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- 238000011065 in-situ storage Methods 0.000 title claims abstract description 40
- 238000000034 method Methods 0.000 title claims description 20
- 230000007246 mechanism Effects 0.000 claims abstract description 59
- 238000009415 formwork Methods 0.000 claims abstract description 40
- 230000008093 supporting effect Effects 0.000 claims abstract description 20
- 230000000149 penetrating effect Effects 0.000 claims description 8
- 238000010276 construction Methods 0.000 abstract description 10
- 238000005266 casting Methods 0.000 description 11
- 238000010586 diagram Methods 0.000 description 8
- 238000009434 installation Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
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
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
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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
- E04G11/34—Horizontally-travelling moulds for making walls blockwise or section-wise
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P70/00—Climate change mitigation technologies in the production process for final industrial or consumer products
- Y02P70/10—Greenhouse gas [GHG] capture, material saving, heat recovery or other energy efficient measures, e.g. motor control, characterised by manufacturing processes, e.g. for rolling metal or metal working
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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 invention discloses a cast-in-situ mold for an outer wall of a building, which comprises the following components: the device comprises a formwork supporting mechanism, an adjusting mechanism and a moving mechanism, wherein the formwork supporting mechanism is in sliding connection with the adjusting mechanism, and the adjusting mechanism is arranged on the moving mechanism; the formwork mechanism includes: outside mould, motor, screw rod, stop nut, inside mould and unilateral screw rod, guiding mechanism includes: transverse guide rail, support frame, longitudinal guide rail and switch board, moving mechanism includes base, regulation leg and removal wheel. According to the cast-in-situ mold for the building outer wall, the inner mold and the outer mold are integrally designed, the whole set of movement is adopted in the layer changing operation, the secondary formwork supporting time can be shortened, the rotation of a motor control screw arranged on a fixed seat is used, and the template is fixed and removed by matching with a limit nut; therefore, the formwork supporting action of the outer wall can be completed only by operating equipment on one side, a scaffold is not needed on the outer side of the wall, the construction requirement is greatly simplified, the construction cost is saved, and the risk of high-altitude operation is avoided.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a use method of a cast-in-situ mold for an outer wall of a building.
Background
With the continuous development and progress of the building technology level, the cast-in-situ wall mould is utilized to cast the wall body so as to become a widely used casting technology and mode, a cavity for casting the slurry is formed by combining two templates of the cast-in-situ wall mould, and the slurry is injected into the cavity, so that the casting of the cavity can be rapidly completed. In the exterior wall pouring process, when a high-rise building is poured, the perpendicularity and flatness of the die and the lower wall body are required to be manually calibrated, and the safety of the overall structure is improved.
However, scaffold platforms are required to be provided inside and outside the wall during pouring, and as floors rise, the external wall formwork support and calibration have great potential safety hazards; after pouring, the outer wall mold and the inner wall mold are separated, the inner mold and the outer mold are allocated and transported to a floor together, and the matching time of the inner mold and the outer mold is required when pouring is performed again, so that the construction efficiency is low; generally, the existing exterior wall pouring process has the defects of high manual requirement, unsafety, long formwork supporting time and the like, and does not accord with the development trend of the building industry.
Disclosure of Invention
Based on the above, it is necessary to provide a method for using a cast-in-situ mold for an exterior wall of a building, aiming at the technical problem of how to improve the casting safety.
The application method of the cast-in-situ mold for the building outer wall comprises the following steps: the device comprises a formwork supporting mechanism, an adjusting mechanism and a moving mechanism, wherein the formwork supporting mechanism is connected with the adjusting mechanism in a sliding manner, and the adjusting mechanism is arranged on the moving mechanism; the formwork mechanism includes: the device comprises an outer die, a motor, a screw rod, a limit nut, an inner die and a single-side screw rod, wherein the motor is fixedly arranged at the top end of the outer die, one end of the screw rod penetrates through the inner die and then is connected with the output end of the motor, the tail end of the screw rod penetrates through the outer die and is connected with the limit nut, the outer die and the inner die are oppositely arranged, one end of the single-side screw rod is connected with the inner die, and the other end of the single-side screw rod is used for being recovered and locked after penetrating through the outer die; the adjusting mechanism includes: the device comprises a transverse guide rail, a support frame, a longitudinal guide rail and a control cabinet, wherein the transverse guide rail is installed and fixed on the moving mechanism, the support frame is in sliding connection with the transverse guide rail, the longitudinal guide rail is installed and fixed on the side edge of the support frame, the longitudinal guide rail is in sliding connection with the inner die, the control cabinet is arranged in the support frame, and the control cabinet is electrically connected with the motor;
The outer die comprises an outer fixing seat and an outer die plate, the inner die comprises an inner fixing seat and an inner die plate, the outer die plate is connected with the outer fixing seat, the inner die plate is connected with the inner fixing seat, the outer die plate is arranged opposite to the inner die plate, the motor is fixedly arranged at the top end of the outer fixing seat, one end of a screw rod penetrates through the inner fixing seat and then is connected with the output end of the motor, the tail end of the screw rod penetrates through the outer fixing seat and is connected with a limit nut, the inner fixing seat is in threaded connection with the screw rod, one end of a single-side screw rod is connected with the inner fixing seat, and the other end of the single-side screw rod is used for sequentially penetrating through the inner die plate, the outer die plate and the outer fixing seat and then is recycled and locked; the length of the outer template is greater than that of the inner template, the top end of the outer template is flush with the top end of the inner template in the horizontal line direction, a pressure sensor is arranged at the bottom end of the outer template, and the pressure sensor is electrically connected with the control cabinet;
The application method of the cast-in-situ mold for the building outer wall comprises the following working steps:
s1, integrally moving a cast-in-situ mold of an outer wall of a building to the vicinity of a destination, and rotating a motor to drive an outer template to extend out of the outer wall, so that the inner surface of the outer template extends out of the existing outer wall;
S2, the inner template and the outer template move downwards along the longitudinal guide rail until the bottom of the inner template contacts the ground, and meanwhile, the motor is reversed, and the outer template is close to the inner template;
s3, when the bottom of the outer template is tightly attached to the existing outer wall, the pressure sensor alarms, the motor stops rotating, and the inner template moves along the transverse guide rail to be close to the outer template; when the distance between the inner template and the outer template is equal to the thickness of the outer wall, the back of the inner fixing seat extends out of the single-side screw rod, and the inner template and the outer template are locked;
S4, after pouring is completed, loosening the single-side screw rod, enabling the motor to rotate positively, and enabling the outer template to be separated from the outer wall;
S5, the inner template and the outer template slide upwards along the longitudinal guide rail, and when the bottom of the inner template leaves the ground, the whole die moves along the direction of the outer wall;
S6, repeating the steps S2-S5 until pouring of the whole outer wall is completed; the motor continues to rotate positively, when the outer fixing seat contacts the limit nut, the motor drives the outer fixing seat and the outer template to rotate positively by 90 degrees, the die moving wheel drives the whole equipment to move, and the outer template and the outer fixing seat enter a room; the motor rotates reversely, the outer template and the outer fixing seat rotate reversely by 90 degrees, and the initial state is restored.
In one embodiment, a formwork supporting space is formed between the outer fixing seat and the inner fixing seat, and the outer formwork and the inner formwork are respectively located in the formwork supporting space.
In one embodiment, in the horizontal direction, the top of the outer fixing base is flush with the top of the inner fixing base, and the bottom of the outer fixing base is lower than the bottom of the inner fixing base.
In one embodiment, a threaded hole is formed in the top area of the outer fixing seat, the tail end of the screw rod penetrates through the threaded hole, and the screw rod is in threaded fit with the threaded hole.
In one embodiment, the top end of the inner fixing seat is provided with a through rod hole, and one end of the screw rod penetrates through the through rod hole and then is connected with the output end of the motor.
In one embodiment, the adjustment mechanism further comprises an inclinometer mounted on the movement mechanism.
In one embodiment, the limit nut comprises two nuts which are screwed in opposite directions, and each nut is in threaded connection with the screw.
In one embodiment, the moving mechanism comprises a base, adjusting legs and moving wheels, the transverse guide rail is installed and fixed on the base, the adjusting legs are arranged on the base and are used for extending towards the ground to prop up the base, the moving wheels are installed at the bottom of the base, the number of the adjusting legs is three, and the three adjusting legs are distributed in the base in a triangular structure.
According to the cast-in-situ mold for the building outer wall, the inner mold and the outer mold are integrally designed, the whole set of movement is adopted in the layer changing operation, the secondary formwork supporting time can be shortened, the rotation of a motor control screw arranged on a fixed seat is used, and the template is fixed and removed by matching with a limit nut; so, with both sides inside mould and outside mould integrated design on an equipment, control through the switch board during operation to only need the formwork action of accomplishing the outer wall in one side operation equipment, the wall body outside does not need the scaffold frame, has greatly simplified the construction requirement, saves construction cost, avoids the risk of overhead working.
Drawings
FIG. 1 is a schematic structural view of a cast-in-situ mold for an exterior wall of a building in one embodiment;
FIG. 2 is a schematic diagram of the operation structure of a cast-in-situ mold for an outer wall of a building in casting operation;
FIG. 3 is a schematic diagram II of the operation structure of the cast-in-situ mold of the outer wall of the building during casting operation;
FIG. 4 is a schematic diagram III of the operation structure of the cast-in-situ mold of the outer wall of the building during casting operation;
FIG. 5 is a schematic diagram of the operation structure of the cast-in-situ mold of the outer wall of the building after casting;
FIG. 6 is a schematic diagram II of the operation structure of the cast-in-situ mold for the outer wall of the building after casting;
Fig. 7 is a schematic diagram of the operation structure of the cast-in-situ mold for the outer wall of the building after casting.
Detailed Description
In order that the above objects, features and advantages of the invention will be readily understood, a more particular description of the invention will be rendered by reference to the appended drawings. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention. The present invention may be embodied in many other forms than described herein and similarly modified by those skilled in the art without departing from the spirit of the invention, whereby the invention is not limited to the specific embodiments disclosed below. In the description of the present invention, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the device or element being referred to must have a specific orientation, be configured and operated in a specific orientation, and therefore should not be construed as limiting the present invention.
Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include at least one such feature. In the description of the present invention, the meaning of "plurality" means at least two, for example, two, three, etc., unless specifically defined otherwise.
In the present invention, unless explicitly specified and limited otherwise, the terms "mounted," "connected," "secured," and the like are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; either directly or indirectly, through intermediaries, or both, may be in communication with each other or in interaction with each other, unless expressly defined otherwise. The specific meaning of the above terms in the present invention can be understood by those of ordinary skill in the art according to the specific circumstances.
In the present invention, unless expressly stated or limited otherwise, a first feature "up" or "down" a second feature may be the first and second features in direct contact, or the first and second features in indirect contact via an intervening medium. Moreover, a first feature being "above," "over" and "on" a second feature may be a first feature being directly above or obliquely above the second feature, or simply indicating that the first feature is level higher than the second feature. The first feature being "under", "below" and "beneath" the second feature may be the first feature being directly under or obliquely below the second feature, or simply indicating that the first feature is less level than the second feature.
It will be understood that when an element is referred to as being "fixed" or "disposed" on another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. The terms "vertical," "horizontal," "upper," "lower," "left," "right," and the like are used herein for illustrative purposes only and are not meant to be the only embodiment.
For example, a method for using a cast-in-situ mold for an exterior wall of a building, wherein the cast-in-situ mold for an exterior wall of a building specifically comprises: the device comprises a formwork supporting mechanism, an adjusting mechanism and a moving mechanism, wherein the formwork supporting mechanism is in sliding connection with the adjusting mechanism, and the adjusting mechanism is arranged on the moving mechanism; the formwork mechanism includes: the device comprises an outer die, a motor, a screw rod, a limit nut, an inner die and a single-side screw rod, wherein the motor is fixedly arranged at the top end of the outer die, one end of the screw rod penetrates through the inner die and then is connected with the output end of the motor, the tail end of the screw rod penetrates through the outer die and is connected with the limit nut, the outer die is arranged opposite to the inner die, one end of the single-side screw rod is connected with the inner die, and the other end of the single-side screw rod is used for recycling and locking after penetrating through the outer die; the adjusting mechanism comprises: the device comprises a transverse guide rail, a support frame, a longitudinal guide rail and a control cabinet, wherein the transverse guide rail is fixedly arranged on a moving mechanism, the support frame is in sliding connection with the transverse guide rail, the longitudinal guide rail is fixedly arranged on the side edge of the support frame, the longitudinal guide rail is in sliding connection with an internal mold, the control cabinet is arranged in the support frame, and the control cabinet is electrically connected with a motor. Further, the outer mould comprises an outer fixing seat and an outer mould plate, the inner mould comprises an inner fixing seat and an inner mould plate, the outer mould plate is connected with the outer fixing seat, the inner mould plate is connected with the inner fixing seat, the outer mould plate is arranged opposite to the inner mould plate, a motor is fixedly arranged at the top end of the outer fixing seat, one end of a screw rod penetrates through the inner fixing seat and then is connected with the output end of the motor, the tail end of the screw rod penetrates through the outer fixing seat and is connected with a limit nut, the inner fixing seat is connected with the screw rod in a threaded manner, one end of a single-side screw rod is connected with the inner fixing seat, and the other end of the single-side screw rod is used for sequentially penetrating through the inner mould plate, the outer mould plate and the outer fixing seat and then is recycled and locked. According to the cast-in-situ mold for the building outer wall, the inner mold and the outer mold are integrally designed, the whole set of movement is adopted in the layer changing operation, the secondary formwork supporting time can be shortened, the rotation of a motor control screw arranged on a fixed seat is used, and the template is fixed and removed by matching with a limit nut; so, with both sides inside mould and outside mould integrated design on an equipment, control through the switch board during operation to only need the formwork action of accomplishing the outer wall in one side operation equipment, the wall body outside does not need the scaffold frame, has greatly simplified the construction requirement, saves construction cost, avoids the risk of overhead working.
To further illustrate the cast-in-situ mold for an exterior wall of a building in the above embodiment, referring to fig. 1, the present invention provides a cast-in-situ mold 10 for an exterior wall of a building, the cast-in-situ mold 10 for an exterior wall of a building comprising: the device comprises a formwork mechanism 100, an adjusting mechanism 200 and a moving mechanism 300, wherein the formwork mechanism 100 is in sliding connection with the adjusting mechanism 200, and the adjusting mechanism 200 is installed on the moving mechanism 300.
The formwork mechanism 100 includes: the outer fixing base 110, the inner fixing base 120, the motor 130, the screw 140, the limit nut 150, the outer die plate 160, the inner die plate 170 and the single-side screw 180, wherein the outer fixing base 110 and the outer die plate 160 form an outer die. The inner fixing seat 120 and the inner template 170 form an inner die, the inner die and the outer die are integrally designed, and the whole set of movement is adopted during the layer changing operation, so that the secondary die supporting time can be shortened. The top end of the outer fixing seat 110 is fixedly provided with a motor 130, and one end of the screw 140 penetrates through the inner fixing seat 120 and is connected with the output end of the motor 130. The motor 130 operates to rotate the screw 140.
The end of the screw 140 passes through the outer fixing seat 110 and is connected with the limit nut 150, the inner fixing seat 120 is in threaded connection with the screw 140, the outer template 160 is connected with the outer fixing seat 110, the inner template 170 is connected with the inner fixing seat 120, and the outer template 160 and the inner template 170 are oppositely arranged.
One end of the single-side screw 180 is connected with the inner fixing seat 120, and the other end of the single-side screw 180 is used for penetrating through the inner template 170, the outer template 160 and the outer fixing seat 110 in sequence and then recovering and locking.
The adjustment mechanism 200 includes: the device comprises a transverse guide rail 210, a support frame 220, a longitudinal guide rail 230 and a control cabinet 240, wherein the transverse guide rail 210 is fixedly arranged on a moving mechanism 300, the support frame 220 is in sliding connection with the transverse guide rail 210, the longitudinal guide rail 230 is fixedly arranged on the side edge of the support frame 220, the longitudinal guide rail 230 is in sliding connection with an inner fixing seat 120, the control cabinet 240 is arranged in the support frame 220, and the control cabinet 240 is electrically connected with a motor 130. The control cabinet 240 is used for controlling the start and stop of the motor 130 by receiving a user command.
The moving mechanism 300 includes: the base 310, the adjusting leg 320 and the moving wheel 330, the transverse guide 210 is fixed on the base 310, the adjusting leg 320 is arranged on the base 310, the adjusting leg 320 is used for extending towards the ground to prop up the base 310, and the moving wheel 330 is arranged at the bottom of the base 310.
According to the cast-in-situ mold 10 for the building outer wall, the outer mold plate 160 is connected with the outer fixing seat 110, the inner mold plate 170 is connected with the inner fixing seat 120, the outer mold plate 160 and the inner mold plate 170 are oppositely arranged, the two side mold plates are integrally designed on one device, and the control cabinet 240 is used for controlling during operation, so that the mold supporting action of the outer wall can be completed only by operating the device on one side, a scaffold is not needed on the outer side of the wall, the construction requirement is greatly simplified, the building cost is saved, and the risk of high-altitude operation is avoided.
To facilitate positioning of the outer form 160 with the exterior wall, in one embodiment, the length of the outer form 160 is greater than the length of the inner form 170, with the top end of the outer form 160 flush with the top end of the inner form 170 in the horizontal direction. In one embodiment, the top of the outer fixing base 110 is flush with the top of the inner fixing base 120 in the horizontal direction, and the bottom of the outer fixing base 110 is lower than the bottom of the inner fixing base 120. The inner die plate 170 is fixedly connected with the inner fixing seat 120, and the inner die plate 170 is flush with the bottom of the inner fixing seat 120 and can lift and move back and forth simultaneously with the inner fixing seat 120.
In one embodiment, a formwork space 101 is provided between the outer fixing base 110 and the inner fixing base 120, and the outer formwork 160 and the inner formwork 170 are respectively located in the formwork space 101. The formwork space interior 101 is the installation area of the outer formwork 160 and the inner formwork 170 and the space area of the casting outer wall.
To facilitate the installation of the screw 140, in one embodiment, a threaded hole is formed in the top region of the outer fixing base 110, the end of the screw 140 is threaded through the threaded hole, and the screw 140 is in threaded engagement with the threaded hole. In one embodiment, the top end of the inner fixing base 120 is provided with a through rod hole, and one end of the screw 140 is connected to the output end of the motor 130 after passing through the through rod hole. The hole diameter of the screw hole, the hole diameter of the through-rod hole and the outer diameter of the screw 140 are matched so as to facilitate the installation of the screw 140.
The outer die plate 160 is fixedly connected with the outer fixing seat 110, the outer die plate 160 is flush with the bottom of the outer fixing seat 110, the outer fixing seat 110 can be lifted and moved back and forth simultaneously, the top of the outer fixing seat 110 is flush with the top of the inner fixing seat 120, the bottom of the outer fixing seat 110 is lower than the bottom of the inner fixing seat 120, the top of the outer die plate 160 is flush with the top of the inner die plate 170, the bottom of the outer die plate 160 is lower than the bottom of the inner die plate 170, during die supporting, the bottom of the outer die plate 160 is matched with the lower outer wall for positioning, a threaded hole is formed in the upper portion of the outer fixing seat 110, the threaded hole is matched with a screw, and the motor 130 is fixed on the outer side of the upper portion of the fixing seat.
The single side opposite-pulling screw is fixed to the inner fixing base 120, and can be protruded from the inner fixing base 120 through the inner mold plate 170, the outer mold plate 160 and the outer fixing base 110, and then recycled and locked.
In one embodiment, the stop nut 150 includes two oppositely tightened nuts, each of which is threaded with the screw 140. That is, the limit nut is screwed up by two nuts relatively, the mechanical limit position is determined, and the limit nut can be adjusted according to different wall thicknesses. The outer fixing base 110 can move between the limit nut 150 and the inner fixing base 120, and when the outer fixing base 110 contacts the limit nut 150, the outer fixing base 110 rotates along with the screw 140.
In order to facilitate the understanding that the outer mold 160 is attached to the outer wall, in one embodiment, a pressure sensor 400 is disposed at the bottom end of the outer mold 160, and the pressure sensor 400 is electrically connected to the control cabinet 240. A control system is arranged in the control cabinet 240. That is, the bottom of the outer form 160 is provided with the pressure sensor 400, and when the bottom of the outer form 160 presses the original outer wall, the pressure sensor 400 transmits a signal to the control system.
The longitudinal guide rail 230 is slidably connected with the inner fixing seat 120, the inner fixing seat 120 can move up and down, the longitudinal guide rail 230 is fixedly connected with the support frame, the bottom of the support frame 220 is slidably connected with the transverse guide rail 210, the support frame 220 can slide back and forth, and the control cabinet 240 is arranged inside the support frame 220.
In one embodiment, the number of adjustment legs 320 is three, with three adjustment legs 320 distributed in a triangular configuration in the base 310. The transverse guide rail 210 is fixedly connected with the base 310, and four moving wheels 330 are uniformly distributed at the bottom of the base 310 and can translate and steer.
In one embodiment, the adjustment mechanism 200 further includes an inclinometer 500, the inclinometer 500 is mounted on the movement mechanism 300, and the inclinometer 500 is electrically connected to the control cabinet 240. That is, the inclinometer 500 is installed at the upper portion of the base 310, the inclinometer 500 is connected to the control system of the control cabinet 240, the inclinometer 500 can transmit data to the controller in real time according to the state of the base 310, the controller adjusts the bottom three adjusting legs 320 according to the data, the adjusting legs 320 can be lengthened and shortened, and the top surface of the base 310 is horizontal.
Referring to fig. 2-7, fig. 2 shows a schematic view of the cast-in-situ mold for the exterior wall of the building in the existing exterior wall 51 and the floor slab 52 when the exterior form 160 is extended. Fig. 3 shows a schematic view of the cast-in-situ mold for the exterior wall of the building in the existing exterior wall 51 and the floor slab 52 when the exterior form 160 is lowered to be retracted for positioning after extension. Fig. 4 shows a schematic view of the cast-in-place mold for the exterior wall of a building in the existing exterior wall 51 and the floor slab 52 when the exterior form 160 is removed. Fig. 5 shows a schematic view of the cast-in-situ mold for the exterior wall of the building in the existing exterior wall 51 and the floor 52 after the exterior holder 110 rotates the exterior form 160 by 90 degrees. Fig. 6 shows a schematic diagram of the cast-in-situ mold for the outer wall of the building in the existing outer wall 51 and the floor slab 52 when the control cabinet 240 controls the longitudinal guide rail 230 to raise the mold and move after the outer fixing base 110 drives the outer form 160 to rotate by 90 degrees, and fig. 7 shows a schematic diagram of the cast-in-situ mold for the outer wall of the building in the existing outer wall 51 and the floor slab 52 when the outer fixing base 110 is restored to its original position.
The invention relates to a use method of a cast-in-situ mold for an outer wall of a building, which specifically comprises the following working processes:
1. when the cast-in-situ mold of the building outer wall integrally moves to the vicinity of a destination, the motor rotates to drive the outer template to extend out of the outer wall, so that the inner surface of the outer template extends out of the existing outer wall;
2. the inner template and the outer template move downwards along the longitudinal guide rail until the bottom of the inner template contacts the ground, and simultaneously the motor is reversed, and the outer template is close to the inner template;
3. when the bottom of the outer template is tightly attached to the existing outer wall, the pressure sensor 400 alarms, the motor stops rotating, and the inner template moves along the transverse guide rail to be close to the outer template; when the distance between the inner template and the outer template is equal to the thickness of the outer wall, the back of the inner fixing seat extends out of the single-side screw rod, and the inner template and the outer template are locked;
4. after pouring is completed, loosening the unilateral screw rod, enabling the motor to rotate positively, and enabling the outer template to be separated from the outer wall;
5. the inner template and the outer template slide upwards along the longitudinal guide rail, and when the bottom of the inner template leaves the ground, the whole die moves along the direction of the outer wall;
6. Repeating the steps 2-5 until pouring of the whole outer wall is completed. The motor continues to rotate positively, when the outer fixing seat contacts the limit nut, the motor drives the outer fixing seat and the outer template to rotate positively by 90 degrees, the die moving wheel drives the whole equipment to move, and the outer template and the outer fixing seat enter a room; the motor rotates reversely, the outer template and the outer fixing seat rotate reversely by 90 degrees, and the initial state is restored.
The cast-in-situ mold for the building outer wall has the advantages that: the two side templates are integrated and designed on one piece of equipment, the formwork supporting action of the outer wall can be completed only by operating the equipment on one side, and a scaffold is not needed on the outer side of the wall, so that the construction requirement is greatly simplified, the construction cost is saved, and the risk of high-altitude operation is avoided; the bottom of the outer side template of the die is lower than the bottom of the inner side template, and the die is rapidly positioned according to the existing outer wall, so that the positioning speed is improved, and the overall verticality and flatness of the outer wall are improved; the whole set of movement is adopted in the layer changing operation, so that the secondary formwork supporting time can be shortened.
The technical features of the above-described embodiments may be arbitrarily combined, and all possible combinations of the technical features in the above-described embodiments are not described for brevity of description, however, as long as there is no contradiction between the combinations of the technical features, they should be considered as the scope of the description.
The above examples illustrate only a few embodiments of the invention, which are described in detail and are not to be construed as limiting the scope of the invention. It should be noted that it will be apparent to those skilled in the art that several variations and modifications can be made without departing from the spirit of the invention, which are all within the scope of the invention. Accordingly, the scope of protection of the present invention is to be determined by the appended claims.
Claims (8)
1. The application method of the cast-in-situ mold for the building outer wall is characterized in that the cast-in-situ mold for the building outer wall comprises the following steps: the device comprises a formwork supporting mechanism, an adjusting mechanism and a moving mechanism, wherein the formwork supporting mechanism is connected with the adjusting mechanism in a sliding manner, and the adjusting mechanism is arranged on the moving mechanism;
the formwork mechanism includes: the top end of the outer die is fixedly provided with the motor,
One end of the screw rod penetrates through the inner die and then is connected with the output end of the motor, the tail end of the screw rod penetrates through the outer die and is connected with the limit nut,
The outer die and the inner die are arranged oppositely, one end of the single-side screw rod is connected with the inner die, and the other end of the single-side screw rod is used for being recycled and locked after penetrating the outer die;
The adjusting mechanism includes: the device comprises a transverse guide rail, a support frame, a longitudinal guide rail and a control cabinet, wherein the transverse guide rail is installed and fixed on the moving mechanism, the support frame is in sliding connection with the transverse guide rail, the longitudinal guide rail is installed and fixed on the side edge of the support frame, the longitudinal guide rail is in sliding connection with the inner die, the control cabinet is arranged in the support frame, and the control cabinet is electrically connected with the motor;
The outer die comprises an outer fixing seat and an outer die plate, the inner die comprises an inner fixing seat and an inner die plate, the outer die plate is connected with the outer fixing seat, the inner die plate is connected with the inner fixing seat, the outer die plate is arranged opposite to the inner die plate, the motor is fixedly arranged at the top end of the outer fixing seat, one end of a screw rod penetrates through the inner fixing seat and then is connected with the output end of the motor, the tail end of the screw rod penetrates through the outer fixing seat and is connected with a limit nut, the inner fixing seat is in threaded connection with the screw rod, one end of a single-side screw rod is connected with the inner fixing seat, and the other end of the single-side screw rod is used for sequentially penetrating through the inner die plate, the outer die plate and the outer fixing seat and then is recycled and locked;
The length of the outer template is greater than that of the inner template, the top end of the outer template is flush with the top end of the inner template in the horizontal line direction, a pressure sensor is arranged at the bottom end of the outer template, and the pressure sensor is electrically connected with the control cabinet;
The application method of the cast-in-situ mold for the building outer wall comprises the following working steps:
s1, integrally moving a cast-in-situ mold of an outer wall of a building to the vicinity of a destination, and rotating a motor to drive an outer template to extend out of the outer wall, so that the inner surface of the outer template extends out of the existing outer wall;
S2, the inner template and the outer template move downwards along the longitudinal guide rail until the bottom of the inner template contacts the ground, and meanwhile, the motor is reversed, and the outer template is close to the inner template;
s3, when the bottom of the outer template is tightly attached to the existing outer wall, the pressure sensor alarms, the motor stops rotating, and the inner template moves along the transverse guide rail to be close to the outer template; when the distance between the inner template and the outer template is equal to the thickness of the outer wall, the back of the inner fixing seat extends out of the single-side screw rod, and the inner template and the outer template are locked;
S4, after pouring is completed, loosening the single-side screw rod, enabling the motor to rotate positively, and enabling the outer template to be separated from the outer wall;
S5, the inner template and the outer template slide upwards along the longitudinal guide rail, and when the bottom of the inner template leaves the ground, the whole die moves along the direction of the outer wall;
S6, repeating the steps S2-S5 until pouring of the whole outer wall is completed; the motor continues to rotate positively, when the outer fixing seat contacts the limit nut, the motor drives the outer fixing seat and the outer template to rotate positively by 90 degrees, the die moving wheel drives the whole equipment to move, and the outer template and the outer fixing seat enter a room; the motor rotates reversely, the outer template and the outer fixing seat rotate reversely by 90 degrees, and the initial state is restored.
2. The method of claim 1, wherein a formwork space is provided between the outer fixing base and the inner fixing base, and the outer formwork and the inner formwork are respectively located in the formwork space.
3. The method of claim 1, wherein the top of the outer holder is flush with the top of the inner holder in the horizontal direction, and the bottom of the outer holder is lower than the bottom of the inner holder.
4. The method for using the cast-in-situ mold for the building exterior wall according to claim 1, wherein a threaded hole is formed in the top area of the exterior fixing seat, the threaded hole is formed in the tail end of the screw rod in a penetrating mode, and the screw rod is in threaded fit with the threaded hole.
5. The method for using the cast-in-situ mold for the building exterior wall according to claim 1, wherein a through rod hole is formed in the top end of the inner fixing seat, and one end of the screw rod penetrates through the through rod hole and then is connected with the output end of the motor.
6. The method of claim 1, wherein the adjusting mechanism further comprises an inclinometer mounted on the moving mechanism.
7. The method of claim 1, wherein the stop nuts comprise two nuts that are screwed together, each nut being screwed with the screw.
8. The method of claim 1, wherein the moving mechanism comprises a base, adjusting legs and moving wheels, the transverse guide rail is installed and fixed on the base, the adjusting legs are arranged on the base and are used for extending towards the ground to prop up the base, the moving wheels are installed at the bottom of the base, the number of the adjusting legs is three, and the three adjusting legs are distributed in the base in a triangular structure.
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Citations (27)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES174992A1 (en) * | 1945-08-09 | 1946-11-01 | Fiorenzi Ubaldo | METAL APPARATUS FOR THE FORMATION OF BOXES FOR THE MOLDING OF CONCRETE WALLS OR SIMILAR |
| GB761207A (en) * | 1953-11-13 | 1956-11-14 | Johan Emanuel Johansson | Improvements in moulds for casting walls and parts of buildings |
| FR1475899A (en) * | 1966-02-23 | 1967-04-07 | Entpr Oger | Sophisticated system for the execution of walls using the poured concrete technique |
| CN101517178A (en) * | 2006-08-18 | 2009-08-26 | Sire墙体有限公司 | Template and method for constructing concrete wall |
| KR20090103022A (en) * | 2008-03-27 | 2009-10-01 | 이송복 | Chain type mold assembiy and constructing method using the same |
| CN202430992U (en) * | 2012-01-20 | 2012-09-12 | 李法爱 | Vertical cast-in-situ wallboard machine |
| CN103174294A (en) * | 2013-03-18 | 2013-06-26 | 中天建设集团有限公司 | Method for wall one-sided form erecting construction at deformation joint position |
| KR101396434B1 (en) * | 2013-07-30 | 2014-05-20 | 효동개발 주식회사 | Movable mold device |
| CN108049628A (en) * | 2017-12-15 | 2018-05-18 | 上海建工五建集团有限公司 | Assembled architecture outer wall quickly pacifies form removal system and construction method without outrigger |
| CN109680830A (en) * | 2019-02-18 | 2019-04-26 | 杭州昂创科技有限公司 | Workshop section's shear wall sliding push mode peace tears formwork system and construction method open after deformation joint |
| CN109736569A (en) * | 2019-02-28 | 2019-05-10 | 福建工程学院 | A kind of truss type formwork support frame and formwork support structure |
| CN110067804A (en) * | 2019-06-06 | 2019-07-30 | 张亚宁 | Integral fastener and its application method |
| CN111219579A (en) * | 2020-01-20 | 2020-06-02 | 上海奥朋医疗科技有限公司 | Universal removal and stable base structure who supports level (l) ing |
| CN211524058U (en) * | 2019-12-12 | 2020-09-18 | 广东龙越建筑工程有限公司 | Small-space large-mold reinforcing device |
| CN211596472U (en) * | 2020-01-08 | 2020-09-29 | 巩泽辉 | Integral moving device for culvert wall construction formwork |
| CN211691492U (en) * | 2019-08-31 | 2020-10-16 | 杭州昂创科技有限公司 | Cast-in-place concrete outer wall inner and outer template heat preservation integrated unilateral adjustable supporting system |
| CN211714567U (en) * | 2019-11-27 | 2020-10-20 | 重庆新久融科技有限公司 | Interval adjustable creeping formwork device |
| CN212295629U (en) * | 2020-04-30 | 2021-01-05 | 中交隧道工程局有限公司 | A template subassembly for clear water concrete construction |
| CN212507364U (en) * | 2020-04-30 | 2021-02-09 | 中国建筑第二工程局有限公司 | Creeping formwork construction device |
| CN212613746U (en) * | 2020-07-28 | 2021-02-26 | 深圳市建艺装饰集团股份有限公司 | Windowsill coping rapid slope repairing forming die |
| CN113482349A (en) * | 2021-08-26 | 2021-10-08 | 浙大城市学院 | Assembled wall body structural connection construction equipment |
| CN214658765U (en) * | 2020-12-30 | 2021-11-09 | 福建天竤新材料科技有限公司 | Multiple aluminum template that is used for waterproof tongue-and-groove of integrated into one piece |
| CN214885496U (en) * | 2021-06-03 | 2021-11-26 | 刘建辉 | Building engineering construction is with hanging mould device |
| CN215368696U (en) * | 2021-06-02 | 2021-12-31 | 八冶建设集团有限公司第一建设公司 | Bracket is pour with floor integration to wall is led in kitchen guarding's stagnant water |
| CN215407437U (en) * | 2021-07-10 | 2022-01-04 | 肖小明 | Building engineering construction template fastener |
| CN114033183A (en) * | 2021-11-04 | 2022-02-11 | 广东天凛高新科技有限公司 | Robot with model building wall, control method and building construction equipment |
| CN114174614A (en) * | 2019-05-07 | 2022-03-11 | Peri股份公司 | Wedge clamp connector assembly |
-
2022
- 2022-03-14 CN CN202210246554.4A patent/CN114856167B/en active Active
Patent Citations (27)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES174992A1 (en) * | 1945-08-09 | 1946-11-01 | Fiorenzi Ubaldo | METAL APPARATUS FOR THE FORMATION OF BOXES FOR THE MOLDING OF CONCRETE WALLS OR SIMILAR |
| GB761207A (en) * | 1953-11-13 | 1956-11-14 | Johan Emanuel Johansson | Improvements in moulds for casting walls and parts of buildings |
| FR1475899A (en) * | 1966-02-23 | 1967-04-07 | Entpr Oger | Sophisticated system for the execution of walls using the poured concrete technique |
| CN101517178A (en) * | 2006-08-18 | 2009-08-26 | Sire墙体有限公司 | Template and method for constructing concrete wall |
| KR20090103022A (en) * | 2008-03-27 | 2009-10-01 | 이송복 | Chain type mold assembiy and constructing method using the same |
| CN202430992U (en) * | 2012-01-20 | 2012-09-12 | 李法爱 | Vertical cast-in-situ wallboard machine |
| CN103174294A (en) * | 2013-03-18 | 2013-06-26 | 中天建设集团有限公司 | Method for wall one-sided form erecting construction at deformation joint position |
| KR101396434B1 (en) * | 2013-07-30 | 2014-05-20 | 효동개발 주식회사 | Movable mold device |
| CN108049628A (en) * | 2017-12-15 | 2018-05-18 | 上海建工五建集团有限公司 | Assembled architecture outer wall quickly pacifies form removal system and construction method without outrigger |
| CN109680830A (en) * | 2019-02-18 | 2019-04-26 | 杭州昂创科技有限公司 | Workshop section's shear wall sliding push mode peace tears formwork system and construction method open after deformation joint |
| CN109736569A (en) * | 2019-02-28 | 2019-05-10 | 福建工程学院 | A kind of truss type formwork support frame and formwork support structure |
| CN114174614A (en) * | 2019-05-07 | 2022-03-11 | Peri股份公司 | Wedge clamp connector assembly |
| CN110067804A (en) * | 2019-06-06 | 2019-07-30 | 张亚宁 | Integral fastener and its application method |
| CN211691492U (en) * | 2019-08-31 | 2020-10-16 | 杭州昂创科技有限公司 | Cast-in-place concrete outer wall inner and outer template heat preservation integrated unilateral adjustable supporting system |
| CN211714567U (en) * | 2019-11-27 | 2020-10-20 | 重庆新久融科技有限公司 | Interval adjustable creeping formwork device |
| CN211524058U (en) * | 2019-12-12 | 2020-09-18 | 广东龙越建筑工程有限公司 | Small-space large-mold reinforcing device |
| CN211596472U (en) * | 2020-01-08 | 2020-09-29 | 巩泽辉 | Integral moving device for culvert wall construction formwork |
| CN111219579A (en) * | 2020-01-20 | 2020-06-02 | 上海奥朋医疗科技有限公司 | Universal removal and stable base structure who supports level (l) ing |
| CN212507364U (en) * | 2020-04-30 | 2021-02-09 | 中国建筑第二工程局有限公司 | Creeping formwork construction device |
| CN212295629U (en) * | 2020-04-30 | 2021-01-05 | 中交隧道工程局有限公司 | A template subassembly for clear water concrete construction |
| CN212613746U (en) * | 2020-07-28 | 2021-02-26 | 深圳市建艺装饰集团股份有限公司 | Windowsill coping rapid slope repairing forming die |
| CN214658765U (en) * | 2020-12-30 | 2021-11-09 | 福建天竤新材料科技有限公司 | Multiple aluminum template that is used for waterproof tongue-and-groove of integrated into one piece |
| CN215368696U (en) * | 2021-06-02 | 2021-12-31 | 八冶建设集团有限公司第一建设公司 | Bracket is pour with floor integration to wall is led in kitchen guarding's stagnant water |
| CN214885496U (en) * | 2021-06-03 | 2021-11-26 | 刘建辉 | Building engineering construction is with hanging mould device |
| CN215407437U (en) * | 2021-07-10 | 2022-01-04 | 肖小明 | Building engineering construction template fastener |
| CN113482349A (en) * | 2021-08-26 | 2021-10-08 | 浙大城市学院 | Assembled wall body structural connection construction equipment |
| CN114033183A (en) * | 2021-11-04 | 2022-02-11 | 广东天凛高新科技有限公司 | Robot with model building wall, control method and building construction equipment |
Non-Patent Citations (2)
| Title |
|---|
| 张凌.村镇建筑节能工程.中国铁道出版社,2013,21-22. * |
| 高层建筑工程中的铝模全现浇外墙施工技术;张瑞锋;;工程建设与设计(第11期);184-186 * |
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