CN111021712B - Damper cantilever wall template reinforcing mechanism and using method thereof - Google Patents

Damper cantilever wall template reinforcing mechanism and using method thereof Download PDF

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Publication number
CN111021712B
CN111021712B CN201911244607.3A CN201911244607A CN111021712B CN 111021712 B CN111021712 B CN 111021712B CN 201911244607 A CN201911244607 A CN 201911244607A CN 111021712 B CN111021712 B CN 111021712B
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cantilever wall
damper
rod
reinforcing
cantilever
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CN111021712A (en
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张岩
崔旭东
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MCC Tiangong Group Corp Ltd
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MCC Tiangong Group Corp Ltd
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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
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, 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
    • 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
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/14Bracing or strutting arrangements for formwalls; Devices for aligning forms

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention relates to the technical field of reinforcing mechanisms and discloses a damper cantilever wall formwork reinforcing mechanism which comprises a base, a supporting rod, a top support, a clamp, a cantilever wall, two formworks, a reinforcing diagonal rod, a connecting buckle, a beam slab floor and a control mechanism. According to the damper cantilever wall template reinforcing mechanism and the using method thereof, the problems of displacement, wall body twisting, excessive perpendicularity, mold expansion and the like generated in the concrete pouring and vibrating process of a cantilever wall can be prevented, and the pouring quality is ensured. The manufactured clamp can be reused, and cost is saved.

Description

Damper cantilever wall template reinforcing mechanism and using method thereof
Technical Field
The invention relates to the technical field of reinforcing mechanisms, in particular to a damper cantilever wall formwork reinforcing mechanism and a using method thereof.
Background
The concrete template refers to a whole set of construction system of a newly cast concrete forming template and a supporting template, the classification of the templates has various different grading methods, and the templates are divided into a plane template and a curved surface template according to the shapes; the bearing template and the non-bearing template are divided according to the stress condition.
In some construction processes, a friction damper is often used for manufacturing and reinforcing concrete components, a friction damper support is a cantilever wall concrete component, when cantilever wall templates are machined and constructed, the friction damper support is usually a combination of a multi-layer board for an inner mold and a multi-layer board for an outer mold and 60 multiplied by 80 square timbers, phi 48 multiplied by 3.5 longitudinal and transverse steel pipes are adopted outside, the concrete components are fixed by screws and dovetail fasteners, and one screw is horizontally arranged every 40cm
Disclosure of Invention
Technical problem to be solved
Aiming at the defects of the prior art, the invention provides a damper cantilever wall template reinforcing mechanism and a using method thereof, which can prevent the cantilever wall from generating the problems of displacement, wall body twisting, over-poor verticality, mold expansion and the like in the concrete pouring and vibrating process, and ensure the pouring quality. The manufactured clamp can be repeatedly used, cost is saved, and the problems that concrete is easy to displace, a wall body is twisted, the verticality is poor and a mold is expanded in the pouring and vibrating process in the traditional method are solved.
(II) technical scheme
In order to realize the above, the problems of displacement, wall body twisting, over-tolerance of verticality, expansion and the like of the cantilever wall in the concrete pouring and vibrating process can be prevented, and the pouring quality is ensured. The manufactured clamp can be reused, and the purpose of saving cost is achieved, and the invention provides the following technical scheme: a damper cantilever wall template reinforcing mechanism comprises a base, a supporting rod, a jacking support, a clamp, a cantilever wall, two templates, a reinforcing inclined rod, a connecting buckle, a beam slab floor and a control mechanism, wherein the supporting rod is arranged at the top of the base, the top of the supporting rod is fixedly connected with the bottom of the jacking support, and the top of the jacking support is fixedly connected with the bottom of the clamp;
the bottom of cantilever wall is installed in the inside of anchor clamps, and two templates set up respectively in the left and right sides of cantilever wall, and the looks separating face of two templates all is articulated through the top of connector link with the enhancement down tube, the bottom of enhancement down tube and the top sliding connection of base, the top of cantilever wall and the bottom fixed connection of beam slab floor, control mechanism installs the right side at the base top.
Preferably, the bracing piece is including installing the installation pipe at the base top, the internally mounted of installation pipe has the lift piston, the top fixedly connected with of lift piston and the bottom fixed connection's of top support lifter.
Preferably, two 40 × 40 square tubes are placed inside the top support.
Preferably, the inner wall mid-mounting of installation pipe has the dog that is located the lift piston top, the vertical groove has all been seted up to the upper portion department that the left and right sides inner wall of installation pipe just is located the dog, the inside sliding connection in vertical groove has the slide with lifter fixed connection.
Preferably, control mechanism includes two independent liquid reserve tanks that link together, the inside sliding connection of liquid reserve tank has the promotion piston, threaded hole is seted up at the top of liquid reserve tank, the inside threaded connection of screw hole has the threaded rod, the bottom of threaded rod extends to the inside of liquid reserve tank and rotates with the top that promotes the piston and be connected.
Preferably, a horizontal cavity is formed in the base, two vertical pistons are slidably connected to the inside of the horizontal cavity, push rods are fixedly connected to the opposite surfaces of the two vertical pistons, one end, far away from the vertical pistons, of each push rod is fixedly connected with a moving plate which is slidably connected with the top of the base, and the bottom of each reinforcing inclined rod is hinged to the top of the corresponding moving plate.
Preferably, the bottoms of the two liquid storage tanks are fixedly connected with liquid conveying pipes respectively, the two liquid conveying pipes are connected with the mounting pipe and the horizontal cavity respectively, and valves are mounted on the liquid conveying pipes.
Preferably, the top of the pushing piston is provided with a rotating seat, and the rotating seat is rotatably connected with a rotating disc fixedly connected with the bottom of the threaded rod.
The invention provides a method for using a damper cantilever wall formwork reinforcing mechanism, which comprises the following steps:
a, construction preparation work: firstly, supporting a cantilever wall according to a conventional method, then abutting templates on two sides of the cantilever wall, and clamping the cantilever wall;
b, adjustment work: the clamp can reinforce the bottom of the template, the support rod can be controlled to stretch through the control mechanism, and the heights of the jacking support and the clamp can be adjusted when the support rod stretches, so that the template can better fix the cantilever wall;
c, reinforcement work: the inclination angles of the two reinforcing inclined rods can be controlled through the control mechanism, so that the reinforcing inclined rods can adapt to reinforcing work of upper templates at different positions, and the cantilever wall can be reinforced more effectively.
(III) advantageous effects
Compared with the prior art, the invention provides a damper cantilever wall template reinforcing mechanism and a using method thereof, and the damper cantilever wall template reinforcing mechanism has the following beneficial effects:
1. this attenuator cantilever wall template reinforcing mechanism and application method thereof, it can be fixed anchor clamps to push up through the bracing piece cooperation and hold in the palm to conveniently consolidate the cantilever wall, strengthen the down tube and can support the middle part of template, guarantee the template and consolidate the effect to the centre gripping of cantilever wall, make the template better to the reinforcement effect of cantilever wall.
2. According to the damper cantilever wall template reinforcing mechanism and the using method thereof, when hydraulic oil rushes into a horizontal cavity, the two push rods and the movable plate can move in opposite directions, so that the included angle between the reinforcing diagonal rod and the horizontal plane is reduced, the angle of the reinforcing diagonal rod can be adjusted, and the template can be supported more effectively by the reinforcing diagonal rod.
3. According to the damper cantilever wall template reinforcing mechanism and the using method thereof, when hydraulic oil in another liquid storage tank is exchanged with hydraulic oil between the installation pipes, the heights of the lifting piston and the lifting rod can be adjusted, and then the height of the clamp is adjusted, so that the device can adapt to the reinforcing work of different cantilever walls.
4. According to the damper cantilever wall template reinforcing mechanism and the using method thereof, the problems of displacement, wall body twisting, excessive perpendicularity, mold expansion and the like generated in the concrete pouring and vibrating process of a cantilever wall can be prevented, and the pouring quality is ensured. The manufactured clamp can be reused, and cost is saved.
Drawings
FIG. 1 is a schematic structural view of a damper cantilever wall formwork reinforcing mechanism according to the present invention;
FIG. 2 is a schematic view of a connection structure of a control mechanism and a support rod in a damper cantilever wall formwork reinforcing mechanism according to the present invention;
FIG. 3 is an enlarged view of A of FIG. 2 according to the present invention;
FIG. 4 is an enlarged view of B of FIG. 2 according to the present invention.
In the figure: 1. a base; 2. a support bar; 3. jacking; 4. a clamp; 5. a cantilever wall; 6. a template; 7. a reinforcing diagonal rod; 8. a connecting buckle; 9. beam slab floors; 10. a control mechanism; 11. installing a pipe; 12. a lift piston; 13. a lifting rod; 14. a square tube; 15. a stopper; 16. a vertical slot; 17. a slide plate; 18. a liquid storage tank; 19. pushing the piston; 20. a threaded hole; 21. a threaded rod; 22. a transfusion tube; 23. a valve; 24. a horizontal cavity; 25. a vertical piston; 26. a push rod; 27. moving the plate; 28. a rotating seat; 29. and (6) rotating the disc.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-4, a damper cantilever wall formwork reinforcing mechanism comprises a base 1, a supporting rod 2, a top support 3, a clamp 4, a cantilever wall 5, two formworks 6, a reinforcing inclined rod 7, a connecting buckle 8, a beam slab floor 9 and a control mechanism 10, wherein the supporting rod 2 is installed at the top of the base 1, the top of the supporting rod 2 is fixedly connected with the bottom of the top support 3, the top of the top support 3 is fixedly connected with the bottom of the clamp 4, and the supporting rod 2 is matched with the top support 3 to fix the clamp 4 so as to conveniently reinforce the cantilever wall 5.
The inside at anchor clamps 4 is installed to cantilever wall 5's bottom, and two templates 6 set up the left and right sides at cantilever wall 5 respectively, the looks abscission face of two templates 6 is all articulated through the top of connector link 8 with enhancement down tube 7, the bottom of enhancement down tube 7 and base 1's top sliding connection, cantilever wall 5's top and beam slab floor 9's bottom fixed connection, control mechanism 10 installs the right side at base 1 top, it can support the middle part of template 6 to strengthen down tube 7, guarantee template 6 and consolidate the effect to cantilever wall 5's centre gripping, make template 6 better to cantilever wall 5's reinforcement effect.
Because the height of different cantilever walls 5 is inequality, so need the cantilever wall 5 reinforcement work that the device can adapt to different positions, bracing piece 2 is including installing the pipe 11 at base 1 top, the internally mounted of installation pipe 11 has lift piston 12, the top fixedly connected with of lift piston 12 and the lifter 13 of the bottom fixed connection who holds in the palm 3 in the top, two 40 square pipes 14 of 40 have been placed to the inside of holding in the palm 3 in the top, the setting of square pipe 14, can increase the stability that 3 pairs of anchor clamps 4 of holding in the palm in the top, and lift piston 12 and lifter 13 can push up 3 and 4 lifts of holding in the palm when rising, and then can adjust the height of two templates 6.
Can drive the top in the time of the removal of lifter 13 and hold in the palm 3 removal, the inner wall mid-mounting of installation pipe 11 has the dog 15 that is located lift piston 12 top, vertical groove 16 has all been seted up to the left and right sides inner wall of installation pipe 11 and the top department that is located dog 15, the inside sliding connection of vertical groove 16 has the slide 17 with lifter 13 fixed connection, dog 15's setting, can avoid lifter 13 excessively to stretch out and lead to whole equipment stability to worsen, also can drive slide 17 and slide in vertical groove 16 when lifter 13 removes, also can increase lifter 13's intensity, guarantee lifter 13's stability.
The flow direction of hydraulic oil in the whole device can be controlled through the control mechanism 10, the control mechanism 10 comprises two independent liquid storage tanks 18 which are connected together, a pushing piston 19 is connected in the liquid storage tank 18 in a sliding manner, a threaded hole 20 is formed in the top of the liquid storage tank 18, a threaded rod 21 is connected in the threaded hole 20 in a threaded manner, the bottom of the threaded rod 21 extends into the liquid storage tank 18 and is rotatably connected with the top of the pushing piston 19, a horizontal cavity 24 is formed in the base 1, two vertical pistons 25 are connected in the horizontal cavity 24 in a sliding manner, push rods 26 are fixedly connected on the separated surfaces of the two vertical pistons 25, a movable plate 27 which is connected with the top of the base 1 in a sliding manner is fixedly connected at one end of each push rod 26 far away from the vertical piston 25, the bottom of each reinforcing inclined rod 7 is hinged with the top of the movable plate 27, infusion tubes 22 are fixedly connected at the bottoms of the two liquid storage tanks 18, two infusion tubes 22 are respectively connected with the installation tube 11 and the horizontal cavity 24, a valve 23 is arranged on the infusion tube 22, a rotating seat 28 is arranged at the top of the pushing piston 19, a rotating disc 29 fixedly connected with the bottom of the threaded rod 21 is rotatably connected inside the rotating seat 28, when the threaded rod 21 is rotated to different directions, the height of the pushing piston 19 in the liquid storage box 18 can be adjusted, so that the amount of hydraulic oil in the liquid storage box 18 can be controlled, when the hydraulic oil floods into the horizontal cavity 24, the two push rods 26 and the moving plate 27 can move to opposite directions, the included angle between the reinforced inclined rod 7 and the horizontal plane is reduced, the angle of the reinforced inclined rod 7 can be adjusted, the reinforced inclined rod 7 can more effectively support the template 6, when the hydraulic oil in the other liquid storage box 18 is exchanged with the hydraulic oil between the installation tube 11, the heights of the lifting piston 12 and the lifting rod 13 can be adjusted, and the height of the clamp 4 is adjusted, so that the device can adapt to the reinforcing work of different cantilever walls 5.
The invention provides a method for using a damper cantilever wall formwork reinforcing mechanism, which comprises the following steps:
a, construction preparation work: firstly, supporting the cantilever wall 5 according to a conventional method, then supporting the templates 6 on two sides of the cantilever wall 5, and clamping the cantilever wall 5;
b, adjustment work: the clamp 4 can reinforce the bottom of the template 6, the support rod 2 can be controlled to stretch through the control mechanism 10, and the heights of the jacking 3 and the clamp 4 can be adjusted when the support rod 2 stretches, so that the template 6 can better fix the cantilever wall 5;
c, reinforcement work: the inclination angles of the two reinforcing inclined rods 7 can be controlled through the control mechanism 10, so that the reinforcing inclined rods 7 can adapt to reinforcing work of the upper templates 6 at different positions, and the cantilever wall 5 can be reinforced more effectively.
The invention has the beneficial effects that: by the method, the problems of displacement, wall body twisting, super-poor verticality, mold expansion and the like of the cantilever wall 5 in the concrete pouring and vibrating process can be prevented, the pouring quality is ensured, the manufactured clamp 4 can be repeatedly used, and the cost is saved.
When the threaded rod 21 is rotated to different directions, the height of the pushing piston 19 in the liquid storage tank 18 can be adjusted, so that the amount of hydraulic oil in the liquid storage tank 18 can be controlled, when the hydraulic oil flows into the horizontal cavity 24, the two push rods 26 and the moving plate 27 can move in opposite directions, the included angle between the reinforcing inclined rod 7 and the horizontal plane is reduced, the angle of the reinforcing inclined rod 7 can be adjusted, the reinforcing inclined rod 7 can support the template 6 more effectively, when the hydraulic oil in another liquid storage tank 18 is exchanged with the hydraulic oil between the mounting pipes 11, the heights of the lifting piston 12 and the lifting rod 13 can be adjusted, the height of the clamp 4 can be adjusted, the device can adapt to the reinforcing work of different cantilever walls 5, the clamp 4 can be fixed by matching the supporting rod 2 with the jacking 3, and the cantilever wall 5 can be reinforced conveniently, the reinforcing inclined rod 7 can support the middle of the template 6, so that the clamping and reinforcing effects of the template 6 on the cantilever wall 5 are guaranteed, and the reinforcing effect of the template 6 on the cantilever wall 5 is better.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (9)

1. The utility model provides a attenuator cantilever wall template reinforcing mechanism, includes base (1), bracing piece (2), top support (3), anchor clamps (4), cantilever wall (5), two template (6), strengthens down tube (7), connector link (8), beam slab floor (9) and control mechanism (10), its characterized in that: the supporting rod (2) is arranged at the top of the base (1), the top of the supporting rod (2) is fixedly connected with the bottom of the jacking support (3), and the top of the jacking support (3) is fixedly connected with the bottom of the clamp (4); the supporting rod (2) is of a height-adjustable structure;
the bottom of the cantilever wall (5) is arranged in the fixture (4), the two templates (6) are respectively arranged on the left side and the right side of the cantilever wall (5), the separated surfaces of the two templates (6) are hinged with the top of the reinforced diagonal rod (7) through the connecting buckle (8), the bottom of the reinforced diagonal rod (7) is in sliding connection with the top of the base (1), the top of the cantilever wall (5) is fixedly connected with the bottom of the beam slab floor (9), and the control mechanism (10) is arranged on the right side of the top of the base (1);
control mechanism (10) through transfer line (22) connect respectively in bracing piece (2) with base (1), install valve (23) on transfer line (22), control mechanism (10) is through the flow direction control of hydraulic oil in the controlling means strengthen the contained angle and the regulation of down tube (7) and horizontal plane the height of bracing piece (2).
2. The damper cantilever wall formwork reinforcing mechanism of claim 1, wherein the support rod (2) comprises a mounting tube (11) mounted on the top of the base (1), a lifting piston (12) is mounted inside the mounting tube (11), and a lifting rod (13) fixedly connected with the bottom of the jacking (3) is fixedly connected to the top of the lifting piston (12).
3. The damper cantilever wall formwork reinforcement mechanism of claim 1, wherein two 40 x 40 square tubes (14) are placed inside the top support (3).
4. The damper cantilever wall formwork reinforcing mechanism of claim 2, wherein a stopper (15) is installed in the middle of the inner wall of the installation pipe (11) and located above the lifting piston (12), vertical grooves (16) are formed in the inner walls of the left side and the right side of the installation pipe (11) and located above the stopper (15), and sliding plates (17) fixedly connected with the lifting rod (13) are slidably connected inside the vertical grooves (16).
5. The damper cantilever wall form reinforcement mechanism of claim 2, wherein the control mechanism (10) comprises two independent liquid storage tanks (18) connected together, the liquid storage tanks (18) are connected with a pushing piston (19) in a sliding manner, the top of the liquid storage tanks (18) is provided with threaded holes (20), the threaded holes (20) are connected with threaded rods (21) in an internal thread manner, and the bottoms of the threaded rods (21) extend into the liquid storage tanks (18) and are connected with the tops of the pushing pistons (19) in a rotating manner.
6. The damper cantilever wall formwork reinforcing mechanism of claim 5, wherein a horizontal cavity (24) is formed in the base (1), two vertical pistons (25) are connected to the horizontal cavity (24) in a sliding manner, push rods (26) are fixedly connected to the opposite surfaces of the two vertical pistons (25), a moving plate (27) connected with the top of the base (1) in a sliding manner is fixedly connected to one end, far away from the vertical pistons (25), of each push rod (26), and the bottom of the reinforcing diagonal rod (7) is hinged to the top of the moving plate (27).
7. The damper cantilever wall template reinforcement mechanism of claim 6, wherein, the bottoms of the two liquid storage tanks (18) are fixedly connected with liquid conveying pipes (22), and the two liquid conveying pipes (22) are respectively connected with the installation pipe (11) and the horizontal cavity (24).
8. The damper cantilever wall form reinforcement mechanism of claim 5, wherein the top of the push piston (19) is mounted with a rotating seat (28), and the inside of the rotating seat (28) is rotatably connected with a rotating disc (29) fixedly connected with the bottom of the threaded rod (21).
9. A method of using the damper cantilever wall form reinforcement mechanism of claim 1, comprising the steps of:
a, construction preparation work: firstly, supporting the cantilever wall (5) according to a conventional method, then supporting the templates (6) on two sides of the cantilever wall (5) to clamp the cantilever wall (5);
b, adjustment work: the clamp (4) can reinforce the bottom of the template (6), then the control mechanism (10) can control the support rod (2) to stretch, and the heights of the top support (3) and the clamp (4) can be adjusted when the support rod (2) stretches, so that the template (6) can better fix the cantilever wall (5);
c, reinforcement work: the inclination angles of the two reinforcing inclined rods (7) can be controlled through the control mechanism (10), so that the reinforcing inclined rods (7) can adapt to reinforcing work of the upper templates (6) at different positions, and the cantilever wall (5) can be reinforced more effectively.
CN201911244607.3A 2019-12-06 2019-12-06 Damper cantilever wall template reinforcing mechanism and using method thereof Active CN111021712B (en)

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CN111719842B (en) * 2020-06-30 2021-09-14 江苏贝林贝森木业有限公司 Reinforced environment-friendly building template
CN112065147A (en) * 2020-09-17 2020-12-11 国网四川电力送变电建设有限公司 Slope iron tower ground assembly auxiliary supporting device, platform and method
CN113215875B (en) * 2021-05-18 2022-11-22 江西安福华洋劳务合作有限公司 But safety support device is used in track traffic construction of fast assembly extension
CN118087849A (en) * 2024-04-28 2024-05-28 中国建筑一局(集团)有限公司 Cast-in-situ structure mold and construction method thereof

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CN106150123A (en) * 2016-08-16 2016-11-23 中建三局第二建设工程有限责任公司 Viscous damping wall integration support system and construction method
CN106499214A (en) * 2016-10-22 2017-03-15 钟贵洪 A kind of combination steel beam column for building
CN108005385A (en) * 2017-12-23 2018-05-08 郑州诚合信息技术有限公司 A kind of construction shear wall frame support apparatus
CN207633758U (en) * 2017-08-20 2018-07-20 温志蓉 A kind of shear wall pours support device
CN208072984U (en) * 2018-02-27 2018-11-09 中建七局安装工程有限公司 A kind of house construction engineering framed column template bracing means
CN208578355U (en) * 2018-05-30 2019-03-05 李永汤 A kind of construction support device that classification is adjusted

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106150123A (en) * 2016-08-16 2016-11-23 中建三局第二建设工程有限责任公司 Viscous damping wall integration support system and construction method
CN106499214A (en) * 2016-10-22 2017-03-15 钟贵洪 A kind of combination steel beam column for building
CN207633758U (en) * 2017-08-20 2018-07-20 温志蓉 A kind of shear wall pours support device
CN108005385A (en) * 2017-12-23 2018-05-08 郑州诚合信息技术有限公司 A kind of construction shear wall frame support apparatus
CN208072984U (en) * 2018-02-27 2018-11-09 中建七局安装工程有限公司 A kind of house construction engineering framed column template bracing means
CN208578355U (en) * 2018-05-30 2019-03-05 李永汤 A kind of construction support device that classification is adjusted

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