CN115095151A - Beam side template dismantling device and method - Google Patents

Beam side template dismantling device and method Download PDF

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Publication number
CN115095151A
CN115095151A CN202210960323.XA CN202210960323A CN115095151A CN 115095151 A CN115095151 A CN 115095151A CN 202210960323 A CN202210960323 A CN 202210960323A CN 115095151 A CN115095151 A CN 115095151A
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CN
China
Prior art keywords
rod
beam side
plate
outer rod
pry plate
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Granted
Application number
CN202210960323.XA
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Chinese (zh)
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CN115095151B (en
Inventor
王亮
代虎
聂向东
付恒得
秦兴宽
陈庆立
陈自念
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Guangxi Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
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Guangxi Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
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Priority to CN202210960323.XA priority Critical patent/CN115095151B/en
Publication of CN115095151A publication Critical patent/CN115095151A/en
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Publication of CN115095151B publication Critical patent/CN115095151B/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G19/00Auxiliary treatment of forms, e.g. dismantling; Cleaning devices
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/04Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor

Abstract

The invention discloses a beam side template dismantling device and a dismantling method, wherein the device comprises: the top end of the outer rod is formed into a tip end which is plugged between the beam side template and the beam; the first prying plate is rotatably connected to the top of the tip end corresponding to the side where the beam side template is located; the first actuating mechanism is used for actuating the first pry plate to rotate, is arranged in the outer rod and is linked with the first pry plate, and the tip end of the first actuating mechanism is provided with a first opening through which the first actuating mechanism extends out of the inner part of the outer rod to be linked with the first pry plate; the second pry plate is rotatably connected to the outer rod body at the side corresponding to the beam; the second driving mechanism is used for driving the second prying plate to rotate, is arranged in the outer bar and is linked with the second prying plate, a second opening for accommodating the second prying plate is formed in the bar body of the outer bar, and the second prying plate is rotatably connected to the top of the second opening; and the limiting support is fixed on the outer rod corresponding to the falling direction of the beam side template. The method is simple and convenient to manufacture and implement, scientific and reasonable, and can avoid the quality hidden danger and the installation hidden danger caused by the traditional beam side template dismantling method.

Description

Beam side template dismantling device and method
Technical Field
The invention belongs to the field of building construction, and particularly relates to a beam side template dismantling device and a dismantling method.
Background
The traditional beam side mold dismantling method is that after reinforcing measures such as back ridges are dismantled, crowbars are plugged into the beam side mold, and the beam side mold is pried off by using a beam bottom external corner as a fulcrum, so that the aim of dismantling the beam side mold is fulfilled.
The beam side formwork is dismantled, and certain defects exist:
1. the external corner of the beam bottom is used as a pivot, so that the corner collapse phenomenon is easy to occur, and the concrete quality defect is caused.
2. When the beam side die is large, after the beam side die is tilted, the beam side die is easy to injure workers who remove the die in the falling process.
Disclosure of Invention
In order to overcome the defects in the prior art, the invention provides the beam side template dismantling device and the dismantling method, which can avoid the quality and potential safety hazards in the traditional beam side template dismantling process, and are convenient to operate and high in efficiency.
In order to achieve the purpose, the invention provides the following technical scheme:
a beam-side formwork demolition apparatus, comprising:
the top end of the outer rod is formed into a tip end which is plugged between the beam side template and the beam;
the first prying plate is rotatably connected to the top of the tip end corresponding to the side where the beam side template is located;
the first actuating mechanism is used for actuating the first pry plate to rotate, is arranged in the outer rod and is linked with the first pry plate, and the tip end is provided with a first opening through which the first actuating mechanism extends out of the inner part of the outer rod to be linked with the first pry plate;
the second prying plate is rotatably connected to the outer lever body at the side corresponding to the beam;
the second driving mechanism is used for driving the second pry plate to rotate, is arranged inside the outer bar and is linked with the second pry plate, a second opening for accommodating the second pry plate is formed in the bar body of the outer bar, and the second pry plate is rotatably connected to the top of the second opening;
the limiting support is fixed in the direction that the corresponding beam side template falls off on the outer lever body, the second pry plate is far away from the position of the first pry plate, and the limiting support and the outer lever body form a bottom limiting bayonet of the beam side module.
In the embodiment of the invention, the tip comprises a straight section and an inclined opening section, the tops of the straight section and the inclined opening section are intersected, the straight section is flush with the body of the outer rod, and the first opening is arranged in the inclined opening section.
In the embodiment of the invention, the first actuating mechanism comprises a first telescopic ejector rod fixed in the outer rod, a telescopic section of the first telescopic ejector rod props against the first prying plate and is in threaded sleeve connection with a first oblique umbrella-shaped gear, and a first horizontal umbrella-shaped gear is meshed with the first oblique umbrella-shaped gear and is rotatably installed in the outer rod; a first pull wire for driving the first horizontal umbrella-shaped gear to rotate is connected below the first horizontal umbrella-shaped gear, and a first height limiting assembly is arranged between the lower end of the first pull wire and the outer rod.
In the embodiment of the invention, the first height limiting assembly comprises a first pull wire rod and a first clamping hole which is formed in the outer rod body and used for inserting the first pull wire rod at different height positions, the first pull wire rod is fixedly connected with the first pull wire, and the position of the first clamping hole at least corresponds to two positions of the first pry plate in an opening and closing state.
In the embodiment of the invention, a plurality of first clamping holes are symmetrically formed in two sides of the outer rod in the height direction, and the first clamping holes are communicated with each other at the same side through the first vertical through groove.
In the embodiment of the invention, the second actuating mechanism comprises a second telescopic ejector rod fixed in the outer rod, a telescopic section of the second telescopic ejector rod props against the second prying plate and is in threaded sleeve connection with a second oblique umbrella-shaped gear, and a second horizontal umbrella-shaped gear is meshed with the second oblique umbrella-shaped gear and is rotatably installed in the outer rod; a second pull wire for driving the second horizontal umbrella-shaped gear to rotate is connected below the second horizontal umbrella-shaped gear, and a second height limiting assembly is arranged between the lower end of the second pull wire and the outer rod.
In the embodiment of the invention, the second height limiting assembly comprises a second stay wire rod and a first clamping hole which is formed in the outer rod body and used for inserting the second stay wire rods at different height positions, the second stay wire rod is fixedly connected with the second stay wire, and the positions of the first clamping hole at least correspond to two positions of the second pry plate in an opening and closing state.
In the embodiment of the invention, a plurality of second clamping holes are symmetrically formed in two sides of the outer rod in the height direction, and the second clamping holes are communicated with each other at the same side through the second vertical through groove.
In the embodiment of the invention, the limiting support is an L-shaped limiting rod, one end of the short edge is vertically connected with the rod body of the outer rod, and the long edge is used to support and block the outer side of the beam side template.
A beam-side formwork demolition method using the beam-side formwork demolition apparatus as described above, comprising the steps of:
inserting the tip of the beam side template dismantling device between the beam side module and the beam, and attaching a first pry plate to the beam side template;
operating the first driving mechanism to drive the first pry plate to open and close relative to the tip end, and gradually separating the beam side template from the beam by using the beam as a fulcrum;
inserting the pointed end into a deeper position between the beam side module and the beam in a process of gradually separating the beam side module from the beam until the second pry plate is deep into the beam side;
operating a second driving mechanism to drive a second pry plate to be opened as a fulcrum, and prying the beam side template by utilizing the lever principle to separate the beam side template from the beam;
the beam side template separated from the beam slides to one side under the limit of the limit support by taking the bottom limit bayonet as a fulcrum.
The invention has the beneficial effects that:
the method is simple and convenient to manufacture and implement, scientific and reasonable, can avoid quality hidden dangers and potential safety dangers caused by the traditional beam-side template dismantling method, can be popularized and applied to dismantling the beam-side templates in a large scale, and has a good use prospect.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings based on these drawings without creative efforts.
Fig. 1 is a schematic plan view of a beam-side formwork demolition apparatus according to an embodiment of the present invention.
Fig. 2 is a three-dimensional internal configuration diagram of a beam-side formwork dismantling device according to an embodiment of the present invention.
Note in the figure: 1-a first pry plate; 2-a first telescopic ejector rod; 3, taking up a wire ring; 4-a first horizontal bevel gear; 5-a first oblique bevel gear; 6-a first wire-drawing rod; 7-a first pull line; 8-a second pry plate; 9-a second wire-drawing rod; 10-a second horizontal bevel gear; 11-a second bevel gear; 12-a second pull line; 13-a second capture aperture; 14-a first capture aperture; 15-limiting support; 16-a first support bar; 17-a second support bar; 18-outer rod.
Detailed Description
The following description of the embodiments of the present invention will be made with reference to the accompanying drawings. It should be noted that the description of the embodiments is provided to help understanding of the present invention, but the present invention is not limited thereto. In addition, the technical features involved in the embodiments of the present invention described below may be combined with each other as long as they do not conflict with each other.
The invention aims to provide a beam side template dismantling method, which solves the potential quality hazard of corner collapse of an external corner caused by the traditional beam side template dismantling method and the potential safety hazard of people injury caused by falling of the beam side template.
In order to realize the technical effects, the invention adopts the following technical scheme:
the auxiliary device for dismantling the beam side template is adopted for dismantling the beam side template, and the auxiliary device is composed of the following components:
referring to fig. 1 and 2, a beam-side formwork demolishing apparatus mainly includes: the middle through outer rod 18, the first pry plate 1, the first actuating mechanism, the second pry plate 8, the second actuating mechanism and the limiting support 15.
The hollow outer rod 18 is called as "hollow outer rod" because it is hollow inside, and the outer rod 18 in this embodiment is a cylindrical hollow rod body and can be made of steel with high hardness. The top end of the outer bar 18 is shaped to be a point for insertion between a beam sideform and a beam. As shown in figure 1, the center section of the tip is in a right-angled triangle shape and comprises a straight section and an inclined opening section, the tops of the straight section and the inclined opening section are intersected, the straight section is flush with the outer pole body, and the inclined opening section is located on the opposite side of the straight section and is in a structure which is inclined upwards towards the straight section. In one embodiment, the bezel segment may be formed by chamfering the top of the outer bar 18 one way.
Further, the first pry plate 1 is rotatably connected to the top of the tip end corresponding to the side of the beam side template and covers the first opening formed by beveling the bevel opening section. The rotation connection mode of the first pry plate 1 can adopt a rotating shaft connection, a hinge connection or a flexible element connection. The first pry plate 1 can be made of a steel plate with high strength.
The first actuating mechanism is used for actuating the first pry plate 1 to rotate so as to be oppositely opened and closed to the first opening, the first actuating mechanism is arranged inside the outer rod 18 and can be in mechanical (or electric) linkage with the first pry plate 1, and further the first actuating mechanism can extend out of the inner part of the outer rod through the first opening so as to realize linkage with the first pry plate 1.
When first driving mechanism is electric mechanism, can adopt electric putter, one end is fixed in the inside of outer pole 1, and the other end is scalable and support in the inboard of first sled board 1, outwards ejecting first sled board 1 through electric putter's the extension, and when electric putter withdrawed, first sled board 1 lid fitted first opening. In order to increase the supporting force of the electric push rod on the first prying plate 1, the electric push rod is arranged at a position relatively close to the tip and low and forms a certain angle with the straight section of the tip, and the supporting force which is obliquely upward and outward is applied to the first prying plate 1.
When the first actuating mechanism is a mechanical mechanism, the design shown in fig. 1 and 2 can be adopted, comprising a first telescopic prop 2 fixed in the outer rod 18, the first telescopic ejector rod 2 is provided with a fixed section and a telescopic section which can relatively telescopically slide but can not rotate, the fixed section is fixedly connected inside the outer rod 18, one end of the telescopic section, which is far away from the fixed section, is abutted against the inner side of the first pry plate 1, the other end of the telescopic section is slidably connected inside the fixed section, the first oblique umbrella-shaped gear 5 is sleeved outside the telescopic section in a threaded connection manner and is abutted against the end face of the fixed section, therefore, the rotation of the first oblique bevel gear 5 can drive the telescopic section to do telescopic sliding motion relative to the fixed section, thereby realize the flexible of first flexible ejector pin 2, can be with the ejecting first opening of first sled board 1 when first flexible ejector pin 2 stretches out, can close first sled board 1 on first opening when first flexible ejector pin 2 retracts.
The first diagonal bevel gear 5 further meshes with a first horizontal bevel gear 4, which first horizontal bevel gear 4 is rotatably mounted inside the outer rod 18. The first horizontal bevel gear 4 rotates horizontally around its central axis, which is vertically arranged along the axial direction of the outer rod 18 and fixed on the first supporting rod 16 at the joint of the tip and the outer rod. Preferably, a wire winding ring 3 and a clamping plate (not shown in the figure) are fixed on the central shaft of the first horizontal bevel gear 4 from top to bottom, a first pull wire 7 is wound on the wire winding ring 3, the wire winding ring 3 can be fixed on the lower surface of the first horizontal bevel gear 4, the clamping plate is a circular plate provided with a U-shaped groove on the periphery for the first pull wire to pass through, the distance from the bottom of the U-shaped groove to the central shaft is consistent with the radius of the wire winding ring 3, the purpose is to convert the first pull wire 7 in the vertical direction into the horizontal direction so as to enter the wire winding ring, which is equivalent to the function of a circumferential fixed pulley and can also be replaced by a pulley.
A first height limiting component is arranged between the lower end of the first pull wire 7 and the outer rod 18, and aims to control the pull-down position of the first pull wire 7. This spacing subassembly of first height includes first acting as go-between 6 and sets up on outer 18 pole bodies, supplies the first acting as go-between 6 of different height positions to insert the first screens hole 14 of establishing, and first acting as go-between 6 fixed connection first acting as go-between 7 lower extremes, and two positions under the state are opened and shut to first sled are corresponded at least in the position in first screens hole 14. Preferably, a plurality of first clamping holes 14 are symmetrically formed in two sides of the outer rod 18 in the height direction, the first clamping holes 14 are communicated with each other through the first vertical through groove on the same side, and the first pull rod 6 can move in the first vertical through groove to be matched with the first clamping holes in different positions.
Second sled board 8 corresponds roof beam place side and rotates to be connected in outer 18 poles of the staff body, offers the second opening that supplies this second sled board 8 of holding on the pole body, and the upper end of second sled board 8 rotates to be connected in second opening top, and the rotation connected mode of second sled board 8 can adopt pivot connection, hinge connection or flexor to connect. The second pry plate 8 can be made of a steel plate with high strength.
The second actuating mechanism is used for actuating the second pry plate 8 to rotate so as to be relatively opened and closed in the second opening, and the second actuating mechanism is arranged inside the outer rod 18 and can be in mechanical (or electric) linkage with the second pry plate 8, and further.
When the second order about mechanism is electric mechanism, can adopt electric putter, one end is fixed in the inside of outer pole 1, and the other end is scalable and supports the inboard in second sled board 8, outwards ejecting second sled board 8 through electric putter's the extension, and when electric putter withdrawed, second sled board 8 lid fitted the second opening. In order to increase the supporting force of the electric push rod on the second prying plate 8, the electric push rod is arranged at a position relatively close to the tip and low and forms a certain angle with the straight section of the tip, and the supporting force which is obliquely upward and outward is applied to the second prying plate 8.
When the second actuating mechanism is a mechanical mechanism, the structure of the first actuating mechanism can be referred to, as shown in fig. 1 and fig. 2, and includes a second telescopic ejector rod (not labeled in the figures) fixed in the outer rod 18, the second telescopic ejector rod has a fixed section and a telescopic section which can relatively telescopically slide but can not rotate, the fixed section is fixedly connected inside the outer rod 18, one end of the telescopic section far away from the fixed section abuts against the inner side of the second pry plate 8, the other end of the telescopic section is slidably connected in the fixed section, the second oblique umbrella-shaped gear 11 is sleeved outside the telescopic section in a threaded connection manner and abuts against the end surface of the fixed section, therefore, the rotation of the second oblique umbrella-shaped gear 11 can drive the telescopic section to make telescopic sliding motion relative to the fixed section, thereby realizing the telescopic movement of the second telescopic ejector rod, when the second telescopic ejector rod extends, the second pry plate 8 can be ejected out of the second opening, when the second telescopic ram is retracted, the second pry plate 8 can be closed over the second opening.
The second diagonal bevel gear 11 further meshes with a second horizontal bevel gear 1, which second horizontal bevel gear 10 is rotatably mounted inside an outer rod 18. The second horizontal bevel gear 10 rotates horizontally around its central axis, which is vertically arranged along the axial direction of the outer rod 18 and fixed on the second support rod 17 at the joint of the tip and the outer rod. Preferably, a wire-receiving ring (not shown) and a clamping plate (not shown) are fixed on the central shaft of the second horizontal bevel gear 10 from top to bottom, the wire-receiving ring is wound with the second pull wire 12, the wire-receiving ring can be fixed on the lower surface of the second horizontal bevel gear 10, the clamping plate is a circular plate provided with a U-shaped groove on the periphery for the second pull wire to pass through, the distance from the bottom of the U-shaped groove to the central shaft is consistent with the radius of the wire-receiving ring, the purpose is to convert the second pull wire 12 in the vertical direction into the horizontal direction, so as to enter the wire-receiving ring, which is equivalent to the function of a ring-shaped fixed pulley, and can also be replaced by a pulley.
A first height limiting component is arranged between the lower end of the second pull wire 12 and the outer rod 18, and the purpose is to control the pull-down position of the second pull wire 12. This spacing subassembly of second height includes second acting as go-between 9 and sets up on outer 18 pole bodies, supplies the second acting as go-between 9 of different height positions to insert the second screens hole 13 of establishing, and second acting as go-between 9 fixed connection second acting as go-between 10 lower extremes, and the position of second screens hole 13 corresponds two positions under the second sled board state of opening and shutting at least. Preferably, a plurality of second clamping holes 13 are symmetrically formed in two sides of the outer rod 18 in the height direction, the second clamping holes 13 are communicated with each other through the second vertical through groove on the same side, and the second pull rod 9 can move in the second vertical through groove to be matched with the second clamping holes 13 in different positions.
And the limiting support 15 is fixed at a position, far away from the first pry plate 1, of the rod body of the outer rod 18 in comparison with the second pry plate 8 corresponding to the falling direction of the beam side template, and a bottom limiting bayonet of the beam side module is formed between the limiting support 15 and the rod body of the outer rod 18. Specifically, in this embodiment, the limiting support 15 is an L-shaped limiting rod, and can be formed by bending a steel bar and welded and fixed to the outer rod, one end of the short side is vertically connected to the rod body of the outer rod 18, and the long side is used to stop the outer side of the beam-side template.
After the beam side template and the beam are separated, because the action of gravity can freely fall, but the direction that hardly controls and drop, when the beam side template drops, owing to there is spacing brace 15 effect, the beam side template can be along the landing of roof beam plane direction to heavier one side to using spacing brace as the demarcation point, and can directly not topple over along the direction of perpendicular to roof beam plane, because there is the fender of L type gag lever post in the outside, we just so can control the direction that the template dropped, avoid hindering the people.
The invention also provides a beam side template dismantling method realized by adopting the beam side template dismantling device (hereinafter referred to as the device), which mainly comprises the following steps:
step 1: the device tip is inserted between the beam side template and the beam.
The tip of the device is in the shape of an oblique opening, the tip is plugged between a beam side template and a beam, the straight section is attached to the beam, and the oblique opening section is attached to the beam side template.
Step 2: the first pull rod 6 is pulled down and clamped into the first clamping hole 14.
Because just when beginning, the laminating of concrete beam and roof beam side form is still better, and the device pointed end can't insert too deeply, when inserting between roof beam side form and the roof beam back, pull down first acting as go-between 6, first acting as go-between 6 pulling first 7 downstream of acting as go-between, the pulling force makes receipts wire loop 3 drive first horizontal umbelliform gear 4 and rotates through the cardboard, first horizontal umbelliform gear rotates and drives first oblique umbelliform gear 4 and rotate, first oblique umbelliform gear rotates and makes first flexible ejector pin 2 extension, promotes first sled 1 and opens, utilizes the concrete beam to make roof beam side form and concrete beam gradually separate as the fulcrum.
And step 3: and (4) loosening the first wire pulling rod, returning the first wire pulling rod, and repeatedly pulling down the first wire pulling rod.
After the first wire drawing rod 6 is loosened, the first pry plate 1 can retract under the action of the joint force of the beam side template and the beam, the force drives the first oblique umbrella-shaped gear and the first horizontal umbrella-shaped gear to rotate reversely, and the first wire drawing rod returns to the initial position.
At the moment, partial holes exist between the beam side template and the concrete beam, the tip of the device can be inserted deeper, and when the device cannot be inserted continuously, the steps 2 and 3 are repeated until the first prying plate 1 penetrates into the beam side and exceeds the external corner.
And 4, step 4: and pulling down the second wire pulling rod 9 to be clamped in the second clamping hole 13.
And (3) opening the second prying plate 8 by using the principle of the step (2) as a fulcrum, prying the whole beam side template by using the lever principle, and enabling the beam side template to fall off from the beam side, thereby avoiding the occurrence of corner collapse of the external corner of the concrete beam.
And 5: spacing bracket 15 blocks beam side template
After the beam side template and the beam side are separated, the direction of falling is difficult to control due to the fact that gravity can fall freely, when the beam side template falls, the beam side template can slide to the heavier side by taking the support as a boundary point due to the effect of the support, and therefore people can be prevented from being injured by controlling the direction in which the template falls.
The method is simple and convenient to manufacture and implement, scientific and reasonable, can avoid the quality hidden danger and the installation hidden danger caused by the traditional beam-side template dismantling method, can be popularized and applied to dismantling the beam-side templates in a large scale, and has a good use prospect.
The embodiments of the present invention have been described in detail with reference to the accompanying drawings, but the present invention is not limited to the described embodiments. It will be apparent to those skilled in the art that various changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, and the scope of protection is still within the scope of the invention.

Claims (10)

1. A beam-side formwork demolition apparatus, comprising:
the top end of the outer rod is formed into a tip end which is plugged between the beam side template and the beam;
the first prying plate is rotatably connected to the top of the tip end corresponding to the side where the beam side template is located;
the first actuating mechanism is used for actuating the first pry plate to rotate, is arranged in the outer rod and is linked with the first pry plate, and the tip end is provided with a first opening through which the first actuating mechanism extends out of the inner part of the outer rod to be linked with the first pry plate;
the second prying plate is rotatably connected to the outer lever body at the side corresponding to the beam;
the second actuating mechanism is used for actuating the second pry plate to rotate, is arranged in the outer bar and is linked with the second pry plate, a second opening for accommodating the second pry plate is formed in the bar body of the outer bar, and the second pry plate is rotationally connected to the top of the second opening;
the limiting support is fixed in the direction that the corresponding beam side formwork falls off on the outer pole body, the second pry plate is far away from the position of the first pry plate, and the limiting support and the bottom limiting bayonet of the beam side formwork are formed between the outer pole bodies.
2. The beam side formwork demolition arrangement according to claim 1, wherein the tip comprises a straight section and a bezel section intersecting at the top, the straight section being flush with the outer pole body, the first opening being provided at the bezel section.
3. The beam side template dismounting device according to claim 1, wherein the first actuating mechanism comprises a first telescopic ejector rod fixed in the outer rod, a telescopic section of the first telescopic ejector rod props against the first pry plate and is in threaded sleeve connection with a first oblique umbrella-shaped gear, and a first horizontal umbrella-shaped gear is meshed with the first oblique umbrella-shaped gear and is rotatably mounted in the outer rod; a first pull wire for driving the first horizontal umbrella-shaped gear to rotate is connected to the lower portion of the first horizontal umbrella-shaped gear, and a first height limiting assembly is arranged between the lower end of the first pull wire and the outer rod.
4. The beam-side formwork dismantling device according to claim 3, wherein the first height limiting assembly comprises a first wire drawing rod and first clamping holes which are formed in the outer rod body and used for inserting the first wire drawing rod at different height positions, the first wire drawing rod is fixedly connected with the first wire drawing, and the positions of the first clamping holes at least correspond to two positions of the first pry plate in an opening and closing state.
5. The beam side formwork dismantling device according to claim 4, wherein a plurality of first clamping holes are symmetrically formed in two sides of the outer rod in a height direction, and the first clamping holes are communicated with each other through a first vertical through groove in the same side.
6. The beam-side template dismantling device according to claim 1, wherein the second actuating mechanism comprises a second telescopic ejector rod fixed in the outer rod, a telescopic section of the second telescopic ejector rod props against the second pry plate and is in threaded sleeve connection with a second oblique umbrella-shaped gear, and a second horizontal umbrella-shaped gear is meshed with the second oblique umbrella-shaped gear and is rotatably installed in the outer rod; a second pull wire for driving the second horizontal umbrella-shaped gear to rotate is connected below the second horizontal umbrella-shaped gear, and a second height limiting assembly is arranged between the lower end of the second pull wire and the outer rod.
7. The beam side formwork dismantling device according to claim 6, wherein the second height limiting assembly includes a second wire pulling rod and a first clamping hole which is formed in the outer rod body and used for the second wire pulling rod to be inserted in different height positions, the second wire pulling rod is fixedly connected with the second wire pulling rod, and the position of the first clamping hole at least corresponds to two positions of the second pry plate in an opening and closing state.
8. The beam side template dismantling device according to claim 1, wherein a plurality of second clamping holes are symmetrically formed in two sides of the outer rod in the height direction, and the second clamping holes are communicated with each other through a second vertical through groove in the same side.
9. The beam-side formwork dismantling device according to claim 1, wherein the limiting support is an L-shaped limiting rod, one end of the short edge is vertically connected with the outer rod body, and the long edge is used for supporting and stopping the outer side of the beam-side formwork.
10. A beam-side formwork dismantling method using the beam-side formwork dismantling device according to any one of claims 1 to 9, comprising the steps of:
inserting the tip of the beam side template dismantling device between the beam side module and the beam, and attaching a first pry plate to the beam side template;
operating the first driving mechanism to drive the first pry plate to open and close relative to the tip end, and gradually separating the beam side template from the beam by using the beam as a fulcrum;
inserting the tip into a deeper position between the beam side module and the beam in a process of gradually separating the beam side module from the beam until the second crow plate is deep into the beam side;
operating a second driving mechanism to drive a second pry plate to be opened as a fulcrum, and prying the beam side template by utilizing the lever principle to separate the beam side template from the beam;
the beam side template separated from the beam slides to one side under the limit of the limit support by taking the bottom limit bayonet as a fulcrum.
CN202210960323.XA 2022-08-11 2022-08-11 Beam side template dismantling device and method Active CN115095151B (en)

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2005332A (en) * 1977-09-21 1979-04-19 Rapid Metal Developments Ltd Supporting floor formwork
US20040227131A1 (en) * 2003-05-13 2004-11-18 Wood Robert S. Telescoping demolition tool
JP2012046973A (en) * 2010-08-27 2012-03-08 Shuwa Co Ltd Space holding tool of concrete formwork
DE202014009267U1 (en) * 2014-11-21 2015-02-06 Egon Schwartz Device for releasing formwork anchors
CN212027133U (en) * 2020-01-02 2020-11-27 中国一冶集团有限公司 Formwork dismantling device
CN113622664A (en) * 2021-08-11 2021-11-09 晟通科技集团有限公司 Form removal tool
CN214696896U (en) * 2020-11-09 2021-11-12 广州毅昌牛模王科技有限公司 Plastic formwork stripping device

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2005332A (en) * 1977-09-21 1979-04-19 Rapid Metal Developments Ltd Supporting floor formwork
US20040227131A1 (en) * 2003-05-13 2004-11-18 Wood Robert S. Telescoping demolition tool
JP2012046973A (en) * 2010-08-27 2012-03-08 Shuwa Co Ltd Space holding tool of concrete formwork
DE202014009267U1 (en) * 2014-11-21 2015-02-06 Egon Schwartz Device for releasing formwork anchors
CN212027133U (en) * 2020-01-02 2020-11-27 中国一冶集团有限公司 Formwork dismantling device
CN214696896U (en) * 2020-11-09 2021-11-12 广州毅昌牛模王科技有限公司 Plastic formwork stripping device
CN113622664A (en) * 2021-08-11 2021-11-09 晟通科技集团有限公司 Form removal tool

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