CN214993573U

CN214993573U - Be applied to aqueduct of BIM technique and demolish and use floor stand

Info

Publication number: CN214993573U
Application number: CN202120956226.4U
Authority: CN
Inventors: 林洋生
Original assignee: Guangzhou Huipeng Construction Co ltd
Current assignee: Guangzhou Huipeng Construction Co ltd
Priority date: 2021-05-06
Filing date: 2021-05-06
Publication date: 2021-12-03
Anticipated expiration: 2031-05-06

Abstract

The utility model relates to a be applied to aqueduct of BIM technique and demolish and use floor stand, it includes and sets up the connecting rod by a plurality of levels and vertically and horizontally staggered, the pole setting of vertical setting and the down tube of cross arrangement can dismantle the scaffold body of connection formation, the one end of scaffold body is buried underground in ground, the one end that ground was kept away from to the scaffold body is close to the bottom of plummer, be equipped with a plurality of shock attenuation subassemblies between scaffold and the plummer, shock attenuation subassembly includes shock attenuation board and damping spring, damping spring's one end is fixed with the pole setting, damping spring keeps away from the one end of pole setting fixed with the shock attenuation board, the shock attenuation board supports tightly with the bottom of plummer. The aqueduct dismantling device has the advantages that in the aqueduct dismantling process, the aqueduct buttress is not easy to break, and the aqueduct dismantling project is safer.

Description

Be applied to aqueduct of BIM technique and demolish and use floor stand

Technical Field

The application relates to the field of the BIM technology, in particular to a floor stand for dismounting an aqueduct applied to the BIM technology.

Background

Aqueduct refers to an overhead water tank for conveying water flow of a channel to cross river channels, brooks, depressions and roads. The large aqueduct can be widely used for irrigation and water delivery, flood drainage, sand drainage and the like, and the large aqueduct can also be used for navigation. The aqueduct is mainly built by materials such as masonry, concrete, reinforced concrete and the like.

The BIM technology is applied to the aqueduct dismantling engineering, the structures of the aqueduct and the aqueduct buttress can be displayed in front of people in a three-dimensional graphic mode, the engineering visualization is realized, and the communication, discussion and decision in the construction, design and operation processes of the aqueduct dismantling project are facilitated.

Referring to fig. 1, the aqueduct is a U-shaped stone block, the aqueduct buttress is cup-shaped, the aqueduct buttress comprises a pier stud and a bearing platform, one end of the pier stud is fixed with the ground, one end of the pier stud far away from the ground is fixed with the bearing platform, and one end face of the bearing platform far away from the pier stud is used for placing the aqueduct; the aqueduct is usually removed by a crusher.

With respect to the related art among the above, the inventors consider that the following drawbacks exist: usually, the aqueduct buttress belongs to a thin-wall pier and is cup-shaped, and the aqueduct buttress is easy to break due to strong shock caused by direct crushing by adopting a crusher, so that great potential safety hazard exists.

SUMMERY OF THE UTILITY MODEL

In order to ensure that the aqueduct buttress is not easy to break and the aqueduct dismantling project is safer in the aqueduct dismantling process, the application provides the floor stand for the aqueduct dismantling, which is applied to the BIM technology.

The application provides a be applied to aqueduct of BIM technique and demolish and use floor stand adopts following technical scheme:

the utility model provides a be applied to aqueduct of BIM technique and demolish and use floor stand, includes connecting rod, the pole setting of vertical setting and the cross arrangement down tube that set up by a plurality of levels and vertically and horizontally staggered can dismantle the scaffold body of connection formation, the one end of scaffold body is buried underground in ground, the one end that ground was kept away from to the scaffold body is close to the bottom of plummer, be equipped with a plurality of shock attenuation subassemblies between scaffold and the plummer, shock attenuation subassembly includes shock attenuation board and damping spring, damping spring's one end is fixed with the pole setting, damping spring keeps away from the one end of pole setting fixed with the shock attenuation board, the shock attenuation board supports tightly with the bottom of plummer.

Through adopting above-mentioned technical scheme, before the aqueduct is demolishd, build the scaffold body through connecting rod and pole setting, need bury the stand with the stand in order to strengthen scaffold stability when building, when a plurality of stands are built, need all support tightly a plurality of shock attenuation boards and plummer, make damping spring be in compression state, when broken, it is broken with the aqueduct through the pneumatic pick manual work, vibrations transmission to a plurality of shock attenuation boards that the pneumatic pick produced, part power of shaking turns into spring compression's elasticity, part power of shaking is transmitted to ground by the pole setting, weaken the vibrations that the pier received, aqueduct buttress is difficult to break at the in-process that the aqueduct was demolishd, the aqueduct is demolishd the engineering and is more safe.

Preferably, the damping component further comprises a limiting sleeve, the limiting sleeve and the vertical rod are coaxially arranged, one end, far away from the ground, of the vertical rod extends into the limiting sleeve and is fixed with the limiting sleeve, and when the damping plate is tightly abutted to the bearing platform, the damping spring is partially located in the limiting sleeve.

Through adopting above-mentioned technical scheme, limit sleeve's setting for damping spring is difficult for appearing the skew of horizontal direction at the in-process that follows vertical direction flexible, and the shock attenuation effect is better, and when the shock attenuation board supported tightly with the plummer, the damping spring part was located limit sleeve, then still has the part to be located outside limit sleeve, and the shock attenuation board does not support with limit sleeve promptly, and when the shock attenuation board received the vibration power, the spring still can produce deformation in order to alleviate the macroseism.

Preferably, the loading board that a plurality of levels set up has been laid to the scaffold frame body, and a plurality of loading boards all can be dismantled with the scaffold frame body and be connected, a plurality of loading boards all are located same level and the bottom that the loading board is close to the plummer.

Through adopting above-mentioned technical scheme, the setting of loading board for accept the stone that the pneumatic pick dropped after broken, make the stone drop to the in-process on ground from the eminence be difficult for pounding the damage or pounding askew scaffold body.

Preferably, the area of the horizontal plane of the scaffold body is larger than the area of one end face, close to the aqueduct, of the bearing platform.

Through adopting above-mentioned technical scheme, increase the area of contact of scaffold frame body and ground for the scaffold frame is comparatively stable, increases the scope of laying of loading board simultaneously, makes its effect of connecing the stone that drops greatly better.

Preferably, one side of scaffold frame body is provided with the direction subassembly, the direction subassembly includes the deflector, the deflector slope sets up, the one end of deflector is installed in the scaffold frame body, the one end and the ground butt that the scaffold frame body was kept away from to the deflector, the deflector is installed in the one end of scaffold frame body and is located the below of loading board, the deflector is installed in the one end of scaffold frame body and is close to the loading board setting.

Through adopting above-mentioned technical scheme, the deflector slope sets up and one end is fixed with ground, and the other end extends to loading board department, and the deflector plays the guide effect to the stone for stone landing to ground makes things convenient for the staff to transport to ground with comparatively safe mode with accumulational stone on the loading board.

Preferably, the direction subassembly still includes a plurality of dead levers, dead lever and deflector fixed connection, it is a plurality of the dead lever is located the deflector respectively along length direction's both sides, the one end of dead lever articulates there is the fixed plate, the screw is worn to be equipped with by the fixed plate, the one end that the fixed plate was kept away from to the dead lever is fixed with the couple, the couple is used for hooking on the connecting rod.

Through adopting above-mentioned technical scheme, the one end of dead lever passes through the fix with screw with ground, and then makes the deflector be close to the difficult gliding phenomenon that appears of one end on ground, and the dead lever is close to the one end of loading board and is passed through couple and connecting rod couple, has made things convenient for installation and dismantlement to the direction subassembly, and the dead lever is articulated then has made things convenient for the staff to dead lever inclination's adjustment with the dead lever.

Preferably, the guide plate is U-shaped in cross section along the length direction.

Through adopting above-mentioned technical scheme, during the installation of direction subassembly, with the bottom of the "U" type cross-section of deflector towards ground setting, and then the in-process of stone landing on the deflector, the stone is difficult for droing from the both sides of deflector, and the direction effect of deflector is better.

Preferably, the upright rod is sleeved with a cushion block, and after the upright rod is buried in the ground, one end face of the cushion block is abutted to the ground.

Through adopting above-mentioned technical scheme, the setting of cushion increases the area of scaffold body and ground contact for the slope is difficult for appearing in the pole setting, and the installation of scaffold body is comparatively firm.

In summary, the present application includes at least one of the following beneficial technical effects:

1. during crushing, the aqueduct is manually crushed by the pneumatic pick, the vibration generated by the pneumatic pick is transmitted to the plurality of damping plates, part of the vibration force is converted into the elastic force compressed by the spring, and part of the vibration force is transmitted to the ground by the vertical rod to weaken the vibration received by the pier stud, the aqueduct buttress is not easy to break in the process of aqueduct dismantling, and the aqueduct dismantling project is safer;

2. the arrangement of the position sleeve enables the damping spring to be difficult to deflect in the horizontal direction in the process of stretching along the vertical direction, and the damping effect is good;

3. the deflector plays the guide effect to the stone for stone landing to ground makes things convenient for the staff to transport to ground with comparatively safe mode with accumulational stone on the loading board.

Drawings

FIG. 1 is a schematic structural view of a aqueduct;

FIG. 2 is a schematic view of the overall structure of the present embodiment;

fig. 3 is an enlarged view of a portion a in fig. 2.

Description of reference numerals: 1. aqueduct; 2. pier studs; 3. a bearing table; 4. a scaffold body; 41. a connecting rod; 42. erecting a rod; 43. a diagonal bar; 5. cushion blocks; 6. a carrier plate; 7. a shock absorbing assembly; 71. a damper plate; 72. a limiting sleeve; 73. a damping spring; 8. a guide assembly; 81. a guide plate; 82. fixing the rod; 9. hooking; 10. and (7) fixing the plate.

Detailed Description

The present application is described in further detail below with reference to figures 1-3.

Referring to fig. 1, aqueduct 1 is "U" shape, aqueduct 1 buttress is cup-shaped, aqueduct 1 buttress includes pier stud 2 and plummer 3, the one end of pier stud 2 is fixed with ground, the one end that pier stud 2 keeps away from ground is fixed with plummer 3, the one end face that plummer 3 keeps away from pier stud 2 is used for placing aqueduct 1.

The embodiment of the application discloses a floor stand for dismantling an aqueduct 1 applied to a BIM technology. Referring to fig. 2, the floor stand for removing the aqueduct 1 applied to the BIM technology includes a scaffold body 4 formed by sixteen horizontal and criss-cross connecting rods 41, four vertical rods 42 and twenty-four cross oblique rods 43 which are detachably connected through a bowl buckle; one end of the scaffold body 4 is buried in the ground, and one end of the scaffold body 4 far away from the ground is close to the bearing platform 3.

One end of the upright rod 42 close to the ground is embedded in the ground, the upright rod 42 is sleeved with the cushion block 5, and after the upright rod 42 is embedded in the ground, one end face of the cushion block 5 is abutted to the ground.

Twenty-four diagonal rods 43 are arranged in a crossing manner, and the twenty-four diagonal rods 43 are located on the vertical surface of the scaffold body 4.

The area of the horizontal plane of the scaffold body 4 is larger than the area of one end face of the bearing platform 3 close to the aqueduct 1.

The loading board 6 that four levels set up is laid to scaffold frame body 4, and a plurality of through-holes along the distribution of 6 profiles of loading board are all seted up to the edge of loading board 6, pass the through-hole through the clamp and realize loading board 6 and scaffold frame body 4 ligature, and four loading boards 6 all are located the bottom that same level and loading board 6 are close to plummer 3.

Referring to fig. 2 and 3, eight damping assemblies 7 are arranged between the scaffold and the bearing platform 3, each damping assembly 7 comprises a damping plate 71, a limiting sleeve 72 and a damping spring 73, the limiting sleeve 72 and the upright rod 42 are coaxially arranged, one end of the upright rod 42, which is far away from the ground, extends into the limiting sleeve 72 and is welded with the inner wall of the limiting sleeve 72, one end of each damping spring 73 is fixed with one end face of the upright rod 42, which is far away from the ground, one end of each damping spring 73 is fixed with the damping plate 71, the damping plate 71 is abutted against the bottom of the bearing platform 3, part of the shock force is converted into the elastic force of spring compression, part of the shock force is transmitted to the ground by the upright rod 42, the shock received by the pier 2 is weakened, and the pier of the aqueduct 1 is not easy to break in the process of dismantling the aqueduct 1.

When the damping plate 71 abuts against the bearing table 3, the part of the damping spring 73 is located in the limiting sleeve 72, and the part of the damping spring 73 is still located outside the limiting sleeve 72, i.e., the damping plate 71 is not abutted against the limiting sleeve 72, and when the damping plate 71 receives a shock force, the spring can still deform to relieve the strong shock.

Referring to fig. 2, a guide assembly 8 is disposed on one side of the scaffold body 4, the guide assembly 8 includes a guide plate 81 and two fixing rods 82, the two fixing rods 82 are respectively disposed on two sides of the guide plate 81 along the length direction, and the two fixing rods 82 are welded to the guide plate 81 along the length direction of the guide plate 81.

The slope of deflector 81 sets up and deflector 81 is "U" type along length direction's cross-section, and the one end and the ground butt of deflector 81, the one end that deflector 81 kept away from ground are located the below of loading board 6, and the one end that deflector 81 kept away from ground is close to loading board 6 and sets up, makes things convenient for the staff to transport to ground with comparatively safe mode with accumulational stone on loading board 6.

When the guide assembly 8 is installed, the bottom of the U-shaped section of the guide plate 81 is arranged towards the ground, and then the stone slides down on the guide plate 81, so that the stone is not easy to fall off from the two sides of the guide plate 81.

One end of the fixed rod 82 is hinged with a fixed plate 10, a screw penetrates through the fixed plate 10, a hook 9 is fixed at one end, far away from the fixed plate 10, of the fixed rod 82, and the hook 9 is used for being hooked on the connecting rod 41. One end of the fixing rod 82 is fixed with the ground through a screw, so that the sliding phenomenon is not easy to occur at the end, close to the ground, of the guide plate 81, the fixing rod 82 is close to one end of the bearing plate 6, and the hook 9 and the cross rod or the longitudinal rod hook 9 are used for facilitating installation and disassembly of the guide assembly 8.

The implementation principle of the floor stand for dismantling the aqueduct 1 applied to the BIM technology is as follows: before the aqueduct 1 is dismantled, the scaffold body 4 is built through the connecting rod 41, the vertical rod 42 and the inclined rod 43, the stand column is required to be buried into the ground during building, the cushion block 5 is abutted to the ground, the damping plate 71 on the stand column close to the bearing table 3 is required to be abutted to the bearing table 3 during building of the stand column, and the damping spring 73 is in a compression state at the moment.

Laying a bearing plate 6 on the horizontal plane of the scaffold, which is close to the bearing platform 3 compared with the scaffold body, and binding the bearing plate 6 and the scaffold body 4 by using a buckle.

The U-shaped bottom of the U-shaped section of the guide plate 81 faces the ground, the hook 9 is hooked on the connecting rod 41 at the position where the bearing plate 6 is laid, the guide plate 81 is close to the bearing plate 6, the guide plate 81 is located below the bearing plate 6, and then screws are driven into the ground.

During the breakage, through the manual work of pneumatic pick with aqueduct 1 broken, the broken stone of pneumatic pick drops to loading board 6 on, sweeps the stone on loading board 6 again to deflector 81, and the stone is followed deflector 81 landing to ground.

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

1. The utility model provides a aqueduct (1) is applied to BIM technique and is demolishd with falling to ground support, includes connecting rod (41), the pole setting (42) and the down tube (43) of vertical setting that set up by a plurality of levels and vertically and horizontally staggered, the scaffold body (4) of connection formation can be dismantled to the one end of scaffold body (4), the one end that ground was kept away from in scaffold body (4) is close to the bottom of plummer (3), be equipped with a plurality of shock attenuation subassemblies (7) between scaffold and the plummer (3), shock attenuation subassembly (7) are including shock attenuation board (71) and damping spring (73), the one end and the pole setting (42) of damping spring (73) are fixed, the one end and the damping board (71) that pole setting (42) were kept away from in damping spring (73) are fixed, damping board (71) support tightly with the bottom of plummer (3).

2. Floor stand for dismantling an aqueduct (1) applied in BIM technology according to claim 1, characterized in that: the damping assembly (7) further comprises a limiting sleeve (72), the limiting sleeve (72) and the vertical rod (42) are coaxially arranged, one end, far away from the ground, of the vertical rod (42) extends into the limiting sleeve (72) and is fixed with the limiting sleeve (72), and when the damping plate (71) is tightly abutted to the bearing platform (3), the part of the damping spring (73) is located in the limiting sleeve (72).

3. Floor stand for dismantling an aqueduct (1) applied in BIM technology according to claim 1, characterized in that: bearing board (6) that a plurality of levels set up have been laid to scaffold frame body (4), and a plurality of bearing board (6) all can be dismantled with scaffold frame body (4) and be connected, a plurality of bearing board (6) all are located the bottom that same level and bearing board (6) are close to plummer (3).

4. Floor stand for dismantling an aqueduct (1) applied in BIM technology according to claim 1, characterized in that: the area of the horizontal plane of the scaffold body (4) is larger than the area of one end face of the bearing platform (3) close to the aqueduct (1).

5. Floor stand for dismantling of aqueduct (1) applied in BIM technology according to claim 3, characterized in that: one side of scaffold frame body (4) is provided with direction subassembly (8), direction subassembly (8) include deflector (81), deflector (81) slope sets up, install in scaffold frame body (4) the one end of deflector (81), the one end and the ground butt of scaffold frame body (4) are kept away from in deflector (81), install in the one end of scaffold frame body (4) below that is located loading board (6) deflector (81), install in the one end of scaffold frame body (4) and be close to loading board (6) setting in deflector (81).

6. Floor stand for dismantling of aqueduct (1) applied in BIM technology according to claim 5, characterized in that: the direction subassembly (8) still include a plurality of dead levers (82), dead lever (82) and deflector (81) fixed connection, a plurality of dead lever (82) are located deflector (81) respectively along length direction's both sides, the one end of dead lever (82) articulates there is fixed plate (10), the screw is worn to be equipped with in fixed plate (10), the one end that fixed plate (10) were kept away from in dead lever (82) is fixed with couple (9), couple (9) are used for the hook to hang on connecting rod (41).

7. Floor stand for dismantling of aqueduct (1) applied in BIM technology according to claim 5, characterized in that: the section of the guide plate (81) along the length direction is U-shaped.

8. Floor stand for dismantling an aqueduct (1) applied in BIM technology according to claim 1, characterized in that: the upright rod (42) is sleeved with the cushion block (5), and when the upright rod (42) is buried in the ground, one end face of the cushion block (5) is abutted to the ground.