CN114458004B - Aluminum alloy template structure of shear wall and assembling method thereof - Google Patents
Aluminum alloy template structure of shear wall and assembling method thereof Download PDFInfo
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- CN114458004B CN114458004B CN202210168214.4A CN202210168214A CN114458004B CN 114458004 B CN114458004 B CN 114458004B CN 202210168214 A CN202210168214 A CN 202210168214A CN 114458004 B CN114458004 B CN 114458004B
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- 229910000838 Al alloy Inorganic materials 0.000 title claims abstract description 161
- 238000000034 method Methods 0.000 title claims abstract description 30
- 238000013016 damping Methods 0.000 claims description 44
- 238000009434 installation Methods 0.000 claims description 22
- 238000009415 formwork Methods 0.000 claims description 15
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 11
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 11
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 11
- 241001330002 Bambuseae Species 0.000 claims description 10
- 239000011425 bamboo Substances 0.000 claims description 10
- 230000005484 gravity Effects 0.000 claims description 4
- 230000003139 buffering effect Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 9
- 238000003780 insertion Methods 0.000 description 26
- 230000037431 insertion Effects 0.000 description 26
- 229920001971 elastomer Polymers 0.000 description 7
- 230000006835 compression Effects 0.000 description 5
- 238000007906 compression Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 241000209128 Bambusa Species 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005489 elastic deformation Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
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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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
-
- 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
- E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
-
- 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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- Civil Engineering (AREA)
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Abstract
The application relates to the technical field of shear walls, in particular to an aluminum alloy template structure of a shear wall and an assembling method thereof. The utility model provides an aluminum alloy template structure of shear force wall, includes the aluminum alloy wallboard of support frame and a plurality of mutual concatenations, and the aluminum alloy wallboard back is provided with first slide, and the support frame includes that two are vertically spaced along the level set up and with the fixed side bearer in ground looks and install the horizontal slide rail between two side bearers, and the horizontal slide rail is used for supplying first slide sliding support. This application because every aluminum alloy wallboard all supports in the support frame at the concatenation in-process, makes aluminum alloy wallboard be difficult for taking place to empty the situation, can improve workman's construction safety nature.
Description
Technical Field
The application relates to the technical field of shear walls, in particular to an aluminum alloy template structure of a shear wall and an assembling method thereof.
Background
Shear walls are also known as wind resistant walls, seismic resistant walls, or structural walls. The wall body mainly bears horizontal load and vertical load (gravity) caused by wind load or earthquake action in a house or a structure, and the structure is prevented from being sheared (sheared) and damaged. Also known as earthquake resistant walls, are generally made of reinforced concrete.
In the process of building the shear wall, a worker firstly builds a steel bar frame at a position where the shear wall needs to be built, and then the steel bar frame is surrounded by an aluminum alloy template structure at the outer side of the steel bar frame to form a concrete pouring cavity, so that the worker can form the required shear wall by pouring concrete into the pouring cavity.
Currently, aluminum alloy formwork structures typically include a plurality of aluminum alloy wall panels, back ridges, and braces. In the process of assembling the aluminum alloy template, a worker firstly splices a plurality of aluminum alloy wallboards and then supports and fixes the aluminum alloy wallboards through the back edges and the inclined struts.
However, before the back ridge and the diagonal brace are installed, the aluminum alloy formwork is vertically supported on the ground, and the aluminum alloy formwork is not fixed at the moment, so that when workers collide with the aluminum alloy formwork carelessly, the aluminum alloy formwork is prone to toppling, and the life threat to nearby construction workers is prone to being caused. Therefore, further improvements can be made.
Disclosure of Invention
In order to improve the construction safety of workers, the application provides an aluminum alloy template structure of a shear wall and an assembling method thereof.
In a first aspect, the application provides an aluminum alloy template structure of a shear wall, which adopts the following technical scheme:
the utility model provides an aluminum alloy template structure of shear force wall, includes the aluminum alloy wallboard of support frame and a plurality of mutual concatenation, the aluminum alloy wallboard back is provided with first slide, the support frame include two along horizontal longitudinal separation set up and with ground looks fixed side bearer and install the horizontal sliding rail between two side bearers, just horizontal sliding rail is used for supplying first slide sliding support.
Through adopting above-mentioned technical scheme, when installation aluminum alloy template structure, the workman is at first installed the support frame, and fixes two side bearer mutually with ground. After the support frame is installed, a plurality of aluminum alloy wallboards are sequentially installed on the horizontal slide rail along the length direction of the horizontal slide rail in a sliding supporting mode, so that the aluminum alloy wallboards can be spliced on the horizontal slide rail. Simultaneously, because every aluminum alloy wallboard all supports in the support frame at the concatenation in-process, make aluminum alloy wallboard be difficult for taking place to empty the situation, can improve workman's construction safety nature.
Optionally, aluminum alloy wallboard back mounted has two damping rods, and two the damping rod sets up along aluminum alloy wallboard length direction interval, and two the piston rod of damping rod all is fixed mutually with aluminum alloy wallboard, every the quantity of the first slide on the aluminum alloy wallboard is two, and two first slide is fixed mutually with the cylinder body of two damping rods respectively.
Through adopting above-mentioned technical scheme, at the workman splice the in-process to aluminum alloy wallboard, owing to be provided with the damping rod, when the workman upwards moved aluminum alloy wallboard, the damping rod can help the workman to mention aluminum alloy wallboard, can save strength.
Optionally, the back of the aluminum alloy wall plate is further provided with two vertical slide rails, the two vertical slide rails are arranged at intervals along the length direction of the aluminum alloy wall plate, the two vertical slide rails are respectively arranged in a one-to-one correspondence with the two damping rods, each vertical slide rail is provided with a second slide carriage in a sliding manner, and the two second slide carriages are respectively fixed with the cylinder bodies of the two corresponding damping rods.
Through adopting above-mentioned technical scheme, when the workman lifts or transfers aluminum alloy wallboard, the second slide slides along vertical slide rail along with aluminum alloy wallboard. Because the second slide is connected with the cylinder body of damping rod, can improve the installation stability of aluminum alloy wallboard.
Optionally, the first sliding seat is provided with an insertion shaft, the cylinder body of the damping rod is provided with an insertion seat, and the insertion seat is provided with an insertion hole for inserting and connecting the insertion shaft.
Through adopting above-mentioned technical scheme, in the in-process installation of aluminum alloy wallboard, the workman is at first with first slide slidable mounting in horizontal slide rail, then through adjusting aluminum alloy wallboard, makes the grafting axle can peg graft in the spliced eye to accomplish aluminum alloy wallboard's installation work. Because be connected for the concatenation formula between first slide and the damping rod, can be convenient for the workman accomplish aluminum alloy wall panel's installation work.
Optionally, the first slide top is seted up along vertical extension the groove that contracts, the grafting axle slides and sets up in the inslot that contracts, contract the inslot and install the pressure spring, the pressure spring both ends respectively with contract groove tank bottom and grafting axle bottom and support tightly mutually.
Through adopting above-mentioned technical scheme, in the in-process installation of aluminum alloy wallboard, the workman supports two plug sockets respectively in two first slides at first, and the plug spindle is not aligned with the spliced eye this moment, makes the plug socket press downwards and moves the plug spindle and retract to retracting in the groove. The worker adjusts the aluminum alloy wall plate through moving, so that the insertion hole is adjusted to be aligned with the insertion shaft, and the pressure spring pushes the insertion shaft upwards to be inserted into the insertion hole, so that the insertion connection between the insertion base and the insertion shaft is completed.
Optionally, a connecting rod is arranged between the two first sliding seats in the same aluminum alloy wall plate.
Through adopting above-mentioned technical scheme, at the in-process of installation aluminum alloy wallboard, owing to be provided with the connecting rod, make the distance between two first slides that are connected with the connecting rod keep stable, be convenient for the workman to accomplish the grafting connection work between spiale and the plug socket.
Optionally, the connecting rod includes two threaded connection section of thick bamboo and installs the double-threaded screw between two threaded connection section of thick bamboo, double-threaded screw both ends screw thread is turned to on the contrary, just the double-threaded screw both ends respectively with two threaded connection section of thick bamboo threaded connection, two the threaded connection section of thick bamboo is kept away from double-threaded screw one end and is connected with two corresponding first slides respectively, the equal threaded connection in double-threaded screw both ends has lock nut, two lock nut is used for locking two threaded connection section of thick bamboos respectively.
Through adopting above-mentioned technical scheme, when the deviation appears in the installation distance between two damping rods on same aluminum alloy wallboard, the workman can be through adjusting double threaded screw to adjust the distance between two first slides, can reduce aluminum alloy wallboard's the installation degree of difficulty.
Optionally, the upper limit seat is installed at the top of the vertical slide rail, the lower limit seat is installed at the bottom of the vertical slide rail, and the buffer rubber pad is installed on one side of the upper limit seat opposite to the lower limit seat.
By adopting the technical scheme, when the second sliding seat slides to the position where the second sliding seat collides with the upper limiting seat/the lower limiting seat, the buffering rubber pad is arranged, so that the impact force between the second sliding seat and the upper limiting seat/the lower limiting seat can be buffered, and the second sliding seat is not easy to be damaged due to violent impact.
Optionally, a ground lock seat is welded and fixed to the bottom of the side frame, the side frame is fixed to the ground through the ground lock seat, a ground lock connecting groove is formed in the ground lock seat, the ground lock connecting groove is in a strip shape, and the ground lock connecting groove extends horizontally and transversely; the ground lock connecting groove is fixed with the ground through a preset expansion screw.
By adopting the technical scheme, in the process of installing the side frame, a worker fixes the ground locking connecting groove and the ground through the expansion screw so as to fix the side frame on the ground. Because the ground lock spread groove is the bar form, and ground lock spread groove transversely extends along the level, makes the workman can adjust the side bearer mounted position along the horizontal is horizontal, can reduce the installation degree of difficulty of side bearer.
In a second aspect, the application provides a method for assembling an aluminum alloy template structure of a shear wall, which adopts the following technical scheme:
an assembling method of an aluminum alloy template structure of a shear wall comprises the following steps:
s1, fixing a support frame by fixing two side frames with the ground;
s2, moving the aluminum alloy wallboard to a support frame position, and supporting two first sliding seats on the aluminum alloy wallboard on the horizontal sliding rail in a sliding manner so as to support the aluminum alloy wallboard on the horizontal sliding rail in a sliding manner;
s3, a worker upwards moves the aluminum alloy wallboard to enable the bottom of the aluminum alloy wallboard to be separated from the ground, the aluminum alloy wallboard is moved to the installation position along the length direction of the horizontal sliding rail, and then the aluminum alloy wallboard is loosened to enable the aluminum alloy wallboard to be supported on the ground under the action of gravity;
and S4, repeating the steps S1-S3, and sequentially splicing and installing a plurality of aluminum alloy wallboards.
Through adopting above-mentioned technical scheme, because every aluminum alloy wallboard all supports in the support frame at the concatenation in-process, make aluminum alloy wallboard be difficult for taking place to empty the situation, can improve workman's construction safety nature.
In summary, the present application includes at least one of the following beneficial technical effects:
when the aluminum alloy template structure is installed, a worker firstly installs the support frame and fixes the two side frames and the ground. After the support frame is installed, a plurality of aluminum alloy wallboards are sequentially installed on the horizontal slide rail along the length direction of the horizontal slide rail in a sliding supporting mode, so that the aluminum alloy wallboards can be spliced on the horizontal slide rail. Meanwhile, each aluminum alloy wallboard is supported on the support frame in the splicing process, so that the aluminum alloy wallboards are not easy to topple, and the construction safety of workers can be improved;
in the process of splicing the aluminum alloy wall plates by workers, the damping rods are arranged, so that when the workers lift the aluminum alloy wall plates upwards, the damping rods can help the workers lift the aluminum alloy wall plates, and labor can be saved;
when the workman lifts or transfers aluminum alloy wallboard, the second slide slides along vertical slide rail along with aluminum alloy wallboard. Because the second slide is connected with the cylinder body of damping rod, can improve the installation stability of aluminum alloy wallboard.
Drawings
Fig. 1 is a schematic overall structure diagram of an embodiment of the present application.
Figure 2 is a display of a single aluminum alloy wall panel mounting structure.
Fig. 3 is for showing a mounting structure between the first slider and the damping rod.
Fig. 4 is a view for showing the overall structure of the connecting rod.
Fig. 5 is a view for showing the installation relationship among the second carriage, the vertical slide rail, and the damping rod.
Description of the reference numerals:
1. a support frame; 11. a side frame; 12. a horizontal slide rail; 13. a plug shaft; 131. a sliding flange; 14. a connecting rod; 141. a threaded connection barrel; 142. a double-ended screw; 143. locking the nut; 15. a ground lock seat; 151. a ground lock connecting groove; 2. an aluminum alloy wallboard; 21. a first slider; 211. a retraction slot; 212. a pressure spring; 213. an upper restraint flange; 22. a vertical slide rail; 23. a second slide carriage; 24. an upper limiting seat; 25. a lower limit seat; 26. a cushion rubber pad; 3. a damping rod; 31. a piston rod; 32. a cylinder body; 33. a socket; 34. inserting holes; 35. a handle connecting rod.
Detailed Description
The present application is described in further detail below with reference to figures 1-5.
The embodiment of the application discloses aluminum alloy template structure of shear force wall.
Referring to fig. 1 and 2, the aluminum alloy formwork structure of the shear wall includes a support frame 1 and a plurality of aluminum alloy wall panels 2; the supporting frame 1 comprises two side frames 11 and horizontal sliding rails 12, the two side frames 11 are fixed on the ground at intervals along the horizontal direction, the horizontal sliding rails 12 are installed between the two side frames 11, two ends of each horizontal sliding rail 12 are respectively supported and installed on the tops of the two side frames 11, and two ends of each horizontal sliding rail 12 are respectively fixedly connected with the tops of the two side frames 11 through screws. Every aluminum alloy wallboard 2 back all is provided with first slide 21, and first slide 21 and horizontal slide rail 12 looks slip adaptation, makes horizontal slide rail 12 can supply first slide 21 to carry out the sliding support.
When installing the aluminum alloy formwork structure, a worker first installs the support frame 1 and fixes the two side frames 11 to the ground. After the support frame 1 is installed, the plurality of aluminum alloy wall panels 2 are sequentially installed on the horizontal slide rail 12 along the length direction of the horizontal slide rail 12 in a sliding supporting mode, so that the plurality of aluminum alloy wall panels 2 can be spliced on the horizontal slide rail 12. Because every aluminum alloy wallboard 2 all supports in support frame 1 at the concatenation in-process, make aluminum alloy wallboard 2 be difficult for taking place to empty the situation, can improve workman's construction safety nature.
Referring to fig. 1, in particular, in the present embodiment, the side frame 11 has a triangular frame shape, and the side frame 11 extends in a horizontal lateral direction. The bottom of the side frame 11 is fixedly welded with a ground lock seat 15, a ground lock connecting groove 151 is formed in the ground lock seat 15, the ground lock connecting groove 151 is in a strip shape, and the ground lock connecting groove 151 extends along the extending direction of the side frame 11. After the installation position of the side frame 11 is adjusted, a worker fixes the ground lock connection groove 151 to the ground by pulling and exploding screws, so as to fix the side frame 11 to the ground. In the process of mounting the side frames 11, the ground lock connecting grooves 151 are strip-shaped, so that workers can adjust the mounting positions of the side frames 11 along the horizontal direction, and the mounting difficulty of the side frames 11 can be reduced.
Referring to fig. 2, specifically, in the present embodiment, two damping rods 3 are disposed on the back surface of each aluminum alloy wall plate 2, and the two damping rods 3 are disposed at intervals along the length direction of the aluminum alloy wall plate 2. Every damping rod 3 all extends along the direction of height of aluminum alloy wallboard 2, and the piston rod 31 of every damping rod 3 sets up upwards. The end of the piston rod 31 of each damping rod 3 is fixed with the aluminum alloy wall plate 2 through a screw so as to install the damping rod 3 on the aluminum alloy wall plate 2. Correspondingly, in this embodiment, the number of the first sliding bases 21 on each aluminum alloy wall plate 2 is two, the two first sliding bases 21 are respectively and correspondingly installed on the cylinders 32 on the two damping rods 3, and the two first sliding bases 21 are arranged at intervals along the length direction of the aluminum alloy.
In the process of splicing the aluminum alloy wall plate 2 by a worker, the damping rods 3 are arranged, so that when the worker upwards moves the aluminum alloy wall plate 2, the damping rods 3 can assist the worker to lift the aluminum alloy wall plate 2, and strength can be saved.
Referring to fig. 3, in particular, the first sliding base 21 is provided with an insertion shaft 13, and the insertion shaft 13 is vertically arranged. The cylinder body 32 of the damping rod 3 is welded with a plug socket 33, the plug socket 33 is provided with a plug hole 34, the plug hole 34 extends vertically, and the diameter of the plug hole 34 is matched with the diameter of the plug shaft 13 so as to allow the plug shaft 13 to be connected in a plug manner. In the installation of aluminum alloy wallboard 2's process, the workman is at first with first slide 21 slidable mounting in horizontal sliding rail 12, then through adjusting aluminum alloy wallboard 2, makes grafting axle 13 can peg graft in spliced eye 34 to accomplish the installation work of aluminum alloy wallboard 2. Because be connected for the concatenation formula between first slide 21 and the damping rod 3, can be convenient for the workman accomplish the installation work of aluminum alloy wallboard 2.
Specifically, in the present embodiment, the outer wall of the bottom of the plug shaft 13 is provided with a sliding flange 131, the sliding flange 131 is coaxially disposed with the plug shaft 13, and the sliding flange 131 is integrally formed with the plug shaft 13. The top of the first sliding seat 21 is provided with a retraction groove 211 with a cylindrical outer contour, and the retraction groove 211 extends downwards along the vertical direction. The diameter of the retraction groove 211 is matched with the outer diameter of the sliding flange 131, and the depth of the retraction groove 211 is larger than the length of the insertion shaft 13, so that the insertion shaft 13 can be slidably arranged in the retraction groove 211 through the sliding flange 131.
A compression spring 212 is arranged in the retraction groove 211, the compression spring 212 is arranged between the groove bottom of the retraction groove 211 and the insertion shaft 13, the bottom of the compression spring 212 is fixed with the groove bottom of the retraction groove 211, the top of the compression spring 212 is fixed with the bottom of the insertion shaft 13, and two ends of the compression spring 212 can be respectively abutted against the groove bottom of the retraction groove 211 and the bottom of the insertion shaft 13. When the top of the plug shaft 13 is pressed, the plug shaft 13 can retract into the retraction groove 211; similarly, when the pressure applied to the plug shaft 13 is released, the pressure spring 212 can push the plug shaft 13 upward, so that the top of the plug shaft 13 can be exposed out of the retraction groove 211 for the plug connection of the plug hole 34.
The notch of the retraction groove 211 is further provided with an upper limit flange 213, the upper limit flange 213 is circular, the outer diameter of the upper limit flange 213 is matched with the inner diameter of the retraction groove 211, so that the upper limit flange 213 can be embedded in the notch of the retraction groove 211, and the upper limit flange 213 is fixed in the retraction groove 211 in a welding mode. The inner diameter of the upper limiting flange 213 is matched with the shaft diameter of the plug shaft 13, so that the top of the plug shaft 13 can slide through.
In the process of installing the aluminum alloy wall panel 2, a worker firstly supports the two inserting seats 33 on the two first sliding seats 21 respectively, and at this time, the inserting shaft 13 is not aligned with the inserting hole 34, so that the inserting seat 33 presses the inserting shaft 13 downwards to retract into the retracting groove 211. The worker adjusts the aluminum alloy wall plate 2 by moving, so that the insertion hole 34 is adjusted to be aligned with the insertion shaft 13, and at the moment, the pressure spring 212 pushes the insertion shaft 13 upwards to be inserted into the insertion hole 34, so that the insertion connection between the insertion base 33 and the insertion shaft 13 is completed.
Referring to fig. 2, in this embodiment, a handle connecting rod 35 is disposed between the two damping rods 3, and two ends of the handle connecting rod 35 are welded and fixed to the piston rods 31 on the two damping rods 3, respectively, so that the connection stability between the two damping rods 3 can be further improved. Simultaneously, be convenient for the workman to mention aluminum alloy wallboard 2 through handle connecting rod 35.
In this embodiment, a connecting rod 14 is disposed between two first sliding seats 21 in the same aluminum alloy wall panel 2, and two ends of the connecting rod 14 are respectively connected to the two first sliding seats 21.
Referring to fig. 4, in particular, in the present embodiment, the connecting rod 14 includes a double-threaded screw 142 and two threaded connecting cylinders 141; wherein, the double-end screw 142 is installed between two threaded connection barrels 141, the screw thread turning directions of both ends of the double-end screw 142 are opposite, and both ends of the double-end screw 142 are respectively in threaded connection with the two threaded connection barrels 141. And one ends of the two threaded connecting cylinders 141, which are far away from the double-threaded screw 142, are respectively connected with the two corresponding side surfaces of the first slide carriage 21 through screws. When the adjusting double-threaded screw 142 is rotated, the two threaded connection cylinders 141 can be movably adjusted in the mutually approaching/separating direction, so that the entire length of the connecting rod 14 can be adjusted to adjust the distance between the two first sliders 21. The equal threaded connection in double-end screw 142 both ends has lock nut 143, after adjusting the distance between two first slides 21, through screwing up lock nut 143 to it is fixed to lock two threaded connection section of thick bamboo 141, in order to accomplish the regulation work to the distance between two first slides 21.
In the process of installing the aluminum alloy wall plate 2, the connecting rod 14 is arranged, so that the distance between the two first sliding seats 21 connected with the connecting rod 14 is kept stable, and the worker can conveniently complete the inserting connection work between the inserting shaft 13 and the inserting seat 33. Simultaneously, when the deviation appears in the installation distance between two damping rods 3 on same aluminum alloy wallboard 2, the workman can be through adjusting double threaded screw 142 to adjust the distance between two first slides 21, can reduce aluminum alloy wallboard 2's the installation degree of difficulty.
Referring to fig. 2 and 5, in this embodiment, the back of aluminum alloy wall panel 2 is further provided with two vertical slide rails 22, and two vertical slide rails 22 are fixedly mounted on aluminum alloy wall panel 2 by welding, and two vertical slide rails 22 are arranged at intervals along the length direction of aluminum alloy wall panel 2, and two vertical slide rails 22 are respectively aligned with two damping rods 3 in a one-to-one correspondence manner. A second sliding seat 23 is slidably arranged in each vertical sliding rail 22, and one end of the second sliding seat 23, which is away from the vertical sliding rail 22, is welded and fixed with the cylinder 32 of the corresponding damping rod 3.
When the worker lifts up or lowers aluminum alloy wall panel 2, second slide 23 slides along vertical slide rail 22 along with aluminum alloy wall panel 2. Since the second slider 23 is connected with the cylinder 32 of the damping rod 3, the installation stability of the aluminum alloy wall panel 2 can be improved.
Referring to fig. 5, in the present embodiment, an upper limit seat 24 is fixedly installed at the top end of the vertical slide rail 22, and a lower limit seat 25 is fixedly installed at the bottom end of the vertical slide rail 22, so as to limit the sliding stroke of the second slide 23. The upper limiting seat 24 and the lower limiting seat 25 are both provided with a buffer rubber pad 26 on the opposite side, and the buffer rubber pad 26 is made of polyurethane material.
Due to the arrangement of the cushion rubber 26, when the second sliding seat 23 slides to the position of collision with the upper limiting seat 24/the lower limiting seat 25, the cushion rubber 26 mounted on the upper limiting seat 24/the lower limiting seat 25 collides with the second sliding seat 23 to generate elastic deformation, so as to cushion the impact force between the second sliding seat 23 and the upper limiting seat 24/the lower limiting seat 25, and the second sliding seat 23 is not easily damaged by violent impact.
The implementation principle is as follows: when installing the aluminum alloy formwork structure, a worker first installs the support frame 1 and fixes the two side frames 11 to the ground. After the support frame 1 is installed, the plurality of aluminum alloy wall panels 2 are sequentially installed on the horizontal slide rail 12 along the length direction of the horizontal slide rail 12 in a sliding supporting mode, so that the plurality of aluminum alloy wall panels 2 can be spliced on the horizontal slide rail 12. Because every aluminum alloy wallboard 2 all supports in support frame 1 at the concatenation in-process, make aluminum alloy wallboard 2 be difficult for taking place to empty the situation, can improve workman's construction safety nature.
The embodiment of the application also discloses an assembling method of the aluminum alloy template structure of the shear wall, which comprises the following steps:
s1, fixing a support frame 1 by fixing two side frames 11 with the ground;
s2, moving the aluminum alloy wallboard 2 to the position of the support frame 1, and slidably supporting two first sliding seats 21 on the aluminum alloy wallboard 2 on the horizontal sliding rail 12 so as to slidably support the aluminum alloy wallboard 2 on the horizontal sliding rail 12;
s3, a worker upwards moves the aluminum alloy wall plate 2 to enable the bottom of the aluminum alloy wall plate 2 to be separated from the ground, at the moment, the aluminum alloy wall plate 2 is moved to enable the aluminum alloy wall plate 2 to move to the installation position along the length direction of the horizontal sliding rail 12, and then the aluminum alloy wall plate 2 is loosened to enable the aluminum alloy wall plate 2 to be supported on the ground due to the action of gravity;
and S4, repeating the steps S1-S3, and sequentially splicing and installing the aluminum alloy wallboards 2.
Because every aluminum alloy wallboard 2 all supports in support frame 1 at the concatenation in-process, make aluminum alloy wallboard 2 be difficult for taking place to empty the situation, can improve workman's construction safety nature.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (9)
1. The utility model provides an aluminum alloy template structure of shear force wall which characterized in that: the aluminum alloy wall plate comprises a support frame (1) and a plurality of aluminum alloy wall plates (2) which are spliced with each other, wherein a first sliding seat (21) is arranged on the back of each aluminum alloy wall plate (2), the support frame (1) comprises two side frames (11) which are arranged at a horizontal longitudinal interval and fixed with the ground, and a horizontal sliding rail (12) which is arranged between the two side frames (11), and the horizontal sliding rail (12) is used for slidably supporting the first sliding seat (21); aluminum alloy wallboard (2) back mounted has two damping rods (3), and two aluminum alloy wallboard (2) length direction interval sets up, and two is followed in damping rod (3) piston rod (31) of damping rod (3) all are fixed mutually with aluminum alloy wallboard (2), every the quantity of first slide (21) on aluminum alloy wallboard (2) is two, and two first slide (21) are fixed mutually with cylinder body (32) of two damping rods (3) respectively.
2. The aluminum alloy formwork structure for a shear wall according to claim 1, wherein: aluminum alloy wallboard (2) back still sets up two vertical slide rails (22), two the length direction interval along aluminum alloy wallboard (2) of vertical slide rail (22) sets up, and two vertical slide rail (22) respectively with two damping rod (3) one-to-one setting, every all slide on vertical slide rail (22) and be provided with second slide (23), and two second slide (23) are fixed mutually with cylinder body (32) of two corresponding damping rod (3) respectively.
3. The aluminum alloy formwork structure for a shear wall according to claim 1, wherein: the damping rod is characterized in that the first sliding seat (21) is provided with an inserting shaft (13), the cylinder body (32) of the damping rod (3) is provided with an inserting seat (33), and the inserting seat (33) is provided with an inserting hole (34) for inserting and connecting the inserting shaft (13).
4. The aluminum alloy formwork structure for a shear wall as claimed in claim 3, wherein: the utility model discloses a set up in the groove of contracting of vertical extension (211) in first slide (21) top, plug spindle (13) slide set up in contracting groove (211), it installs pressure spring (212) in groove (211) to contract, pressure spring (212) both ends respectively with contract groove (211) tank bottom and plug spindle (13) bottom looks butt.
5. The aluminum alloy formwork structure for a shear wall according to claim 1, wherein: and a connecting rod (14) is arranged between the two first sliding seats (21) in the same aluminum alloy wallboard (2).
6. An aluminum alloy formwork structure for a shear wall according to claim 5, wherein: connecting rod (14) include two threaded connection section of thick bamboo (141) and install double-threaded screw (142) between two threaded connection section of thick bamboo (141), double-threaded screw (142) both ends screw thread is turned to opposite, just double-threaded screw (142) both ends respectively with two threaded connection section of thick bamboo (141) threaded connection, two threaded connection section of thick bamboo (141) keep away from double-threaded screw (142) one end and are connected with two corresponding first slides (21) respectively, the equal threaded connection in double-threaded screw (142) both ends has lock nut (143), two lock nut (143) are used for locking two threaded connection section of thick bamboo (141) respectively.
7. The aluminum alloy formwork structure for a shear wall according to claim 2, wherein: last spacing seat (24) is installed at vertical slide rail (22) top, spacing seat (25) down is installed to vertical slide rail (22) bottom, go up spacing seat (24) and set up one side relatively with spacing seat (25) down and all install buffering cushion (26).
8. The aluminum alloy formwork structure for a shear wall according to claim 1, wherein: a ground lock seat (15) is fixedly welded at the bottom of the side frame (11), the side frame (11) is fixed on the ground through the ground lock seat (15), a ground lock connecting groove (151) is formed in the ground lock seat (15), the ground lock connecting groove (151) is in a strip shape, and the ground lock connecting groove (151) extends horizontally and transversely; the ground lock connecting groove (151) is fixed with the ground through a preset expansion screw.
9. An assembling method of an aluminum alloy template structure of a shear wall, which adopts the aluminum alloy template structure of the shear wall as claimed in any one of claims 2 to 8, and is characterized in that: the method comprises the following steps:
s1, fixing a support frame (1) by fixing two side frames (11) with the ground;
s2, moving the aluminum alloy wall plate (2) to the position of the support frame (1), and slidably supporting two first sliding seats (21) on the aluminum alloy wall plate (2) on the horizontal sliding rail (12) so as to slidably support the aluminum alloy wall plate (2) on the horizontal sliding rail (12);
s3, a worker upwards moves the aluminum alloy wallboard (2) to enable the bottom of the aluminum alloy wallboard (2) to be separated from the ground, the aluminum alloy wallboard (2) is moved at the moment, the aluminum alloy wallboard (2) is moved to the installation position along the length direction of the horizontal sliding rail (12), and then the aluminum alloy wallboard (2) is loosened to enable the aluminum alloy wallboard (2) to be supported on the ground due to the action of gravity;
and S4, repeating the steps S1-S3, and sequentially splicing and installing the aluminum alloy wallboards (2).
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| FR2609488B1 (en) * | 1987-01-14 | 1991-03-29 | Alcan | EXTENSIBLE BENCH |
| KR20060100681A (en) * | 2005-03-17 | 2006-09-21 | 권대용 | Panel for wall |
| US9765539B2 (en) * | 2015-07-24 | 2017-09-19 | Western Forms, Inc. | Concrete form panel and a fastening system and method for fastening form hardware on the concrete form panel |
| CN211873847U (en) * | 2020-04-09 | 2020-11-06 | 安德波 | Building engineering template fixing device |
| CN211923513U (en) * | 2020-04-09 | 2020-11-13 | 中建八局第四建设有限公司 | Can have enough to meet need template to prop up and establish reinforcement instrument |
| CN213174411U (en) * | 2020-08-06 | 2021-05-11 | 方大新材料（江西）有限公司 | Hidden access hole structure of aluminum alloy furred ceiling suspended ceiling system |
| CN112627388B (en) * | 2020-12-31 | 2022-02-08 | 河南省第一建设集团第七建筑工程有限公司 | Construction method for assembled building shear wall transfer floor |
| CN113216607B (en) * | 2021-04-27 | 2023-02-28 | 北京中铁诚业工程建设监理有限公司 | Template supporting assembly for side wall of subway station and supervision method thereof |
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Denomination of invention: An aluminum alloy template structure for shear walls and its assembly method Granted publication date: 20230328 Pledgee: Shenzhen Rural Commercial Bank Co.,Ltd. Henggang Sub branch Pledgor: Shenzhen pinshang Engineering Co.,Ltd. Registration number: Y2024980012787 |