CN216340815U

CN216340815U - Be applied to small high-rise building's assembled scaffold frame

Info

Publication number: CN216340815U
Application number: CN202122664936.2U
Authority: CN
Inventors: 吴冰杰; 梁德谋; 曾耀; 蔡如景
Original assignee: Guangdong Jingyi Construction Group Co ltd
Current assignee: Guangdong Jingyi Construction Group Co ltd
Priority date: 2021-11-02
Filing date: 2021-11-02
Publication date: 2022-04-19
Anticipated expiration: 2031-11-02

Abstract

The utility model discloses an assembled scaffold applied to small high-rise buildings, which comprises a base and a damping assembly, wherein a supporting rod is fixed above the base, an outer ring is arranged in the middle of the outer side of the supporting rod, two sides of the lower part of the outer ring are both connected with a fixed connecting rod, the damping assembly is arranged between the outer ring and the supporting rod, the damping assembly comprises a limiting damping cavity, a honeycomb damping pad, a piston block, a shock guide spring and a fixed clamping plate, the limiting damping cavity is fixed on the inner wall of the outer ring, the honeycomb damping pad is arranged on the inner side of the limiting damping cavity, the piston block is arranged in front of the limiting damping cavity, the shock guide spring is fixed in front of the piston block, and the fixed clamping plate is arranged on one side, close to the supporting rod, of the shock guide spring. This be applied to assembled scaffold frame of little high-rise building, convenient assembly to the in-process that uses can carry out the shock attenuation at top, can also lead shake and shock attenuation to the outside of bracing piece, thereby keeps the overall stability of scaffold frame.

Description

Be applied to small high-rise building's assembled scaffold frame

Technical Field

The utility model relates to the technical field of scaffolds, in particular to an assembled scaffold applied to small high-rise buildings.

Background

The scaffold is a temporary building tool which is erected for workers to operate and solve vertical and horizontal transportation on a construction site. The method is mainly used in places where external walls, interior decoration or high floor height cannot be directly constructed, and mainly aims at up-and-down dry work of constructors, maintenance of peripheral safety nets, high-altitude installation of components and the like.

The existing scaffold applied to small high-rise buildings is not stable enough, and in the using process, the scaffold is easily affected by external force such as wind power or treading by workers on the top to generate local vibration, so that the scaffold is integrally shaken, and therefore, the assembled scaffold applied to the small high-rise buildings is provided.

SUMMERY OF THE UTILITY MODEL

The present invention is directed to a fabricated scaffold for small high-rise buildings to solve the above problems.

In order to achieve the purpose, the utility model provides the following technical scheme: an assembled scaffold applied to small high-rise buildings comprises a base and a damping component, wherein a supporting rod is fixed above the base, the middle part of the outer side of the supporting rod is provided with an outer ring, and both sides of the lower part of the outer ring are connected with fixed connecting rods, the damping component is arranged between the outer ring and the supporting rod, the damping component comprises a limiting damping cavity, a honeycomb damping pad, a piston block, a shock guide spring and a fixed clamping plate, the inner wall of the outer ring is fixed with the limiting damping cavity, and the inner side of the limit shock absorption cavity is provided with a honeycomb shock absorption pad, the front part of the inner part of the limit shock absorption cavity is provided with a piston block, and a shock-guiding spring is fixed in front of the piston block, a fixed clamping plate is arranged on one side of the shock-guiding spring close to the supporting rod, and the fixed splint is fixedly connected with the support rod, a support table is arranged above the support rod, and a support component is fixed on the upper side of the support table.

Preferably, the support rods and the base are in a vertical structure, and the support rods are parallel to each other.

Preferably, the assembly components are further mounted on the outer sides of the supporting rods and comprise assembly sleeves, hollow grooves, installation groove pipes and caulking grooves, the hollow grooves are formed in the middle of the inner portions of the assembly sleeves, the installation groove pipes are fixed to the outer portions of the assembly sleeves, the caulking grooves are formed in the inner portions of the installation groove pipes, cross rods are connected to one sides of the installation groove pipes, inclined supporting rods are fixed between the cross rods, and the two ends of each cross rod are fixed with embedded blocks.

Preferably, the hollow groove in the assembly sleeve is matched with the size of the support rod, the assembly sleeve is connected with the support rod through a bolt, and the installation groove pipe outside the assembly sleeve is connected with the cross rod through a bolt.

Preferably, four fixed connecting rods are symmetrically distributed between the fixed connecting rods about the center line of the outer ring, and the symmetric center of the outer ring is superposed with the symmetric center of the supporting rod.

Preferably, the piston block is elastically connected with the fixed clamping plate through the shock-conducting spring, and the fixed clamping plate is symmetrically provided with five parts around the central axis of the supporting rod.

Preferably, the supporting component comprises a first supporting plate, a second supporting plate, a V-shaped damping plate, a fixed connecting plate and a damping spring, the second supporting plate is connected to the upper portion of the first supporting plate through the V-shaped damping plate, the fixed connecting plate is welded between the V-shaped damping plate, and the damping spring is installed between the fixed connecting plate and the first supporting plate or the second supporting plate.

The utility model provides an assembled scaffold applied to small high-rise buildings, which has the following beneficial effects:

this be applied to assembled scaffold frame of little high-rise building, convenient assembly to the in-process that uses can carry out the shock attenuation at top, can also lead shake and shock attenuation to the outside of bracing piece, thereby keeps the overall stability of scaffold frame.

1. The scaffold is provided with the assembling assembly, the integral framework structure of the scaffold is conveniently formed by the supporting rods and the cross rods, the inclined supporting rods can play a role in reinforcement, the hollow grooves of the assembling sleeves are conveniently sleeved on the outer sides of the supporting rods, the assembling sleeves and the supporting rods can be connected and fixed through bolts, the mounting groove pipes of the assembling sleeves are conveniently sleeved on the outer sides of the cross rods, the cross rods can be tightly clamped with the mounting groove pipes through mutual matching of the embedded blocks and the embedded grooves, and the mounting groove pipes and the cross rods can be connected and fixed through the bolts.

2. The damping device is provided with the damping assembly, the four fixing connecting rods are convenient for fixing the outer ring, the outer ring is sleeved on the outer side of the supporting rod, the piston block can be attached to the honeycomb damping pad in the limiting damping cavity under the elastic action of the shock guide spring when being stressed, so that the five fixing clamping plates on the outer side of the supporting rod can uniformly transmit the vibration force of the supporting rod to the honeycomb damping pad in the limiting damping cavity through the shock guide spring and the piston block, the honeycomb damping pad is used for damping, and the honeycomb damping pad is of a honeycomb structure and can effectively absorb the vibration force.

3. The support assembly is arranged above the support table, the fixing connecting plate is convenient for fixing the damping spring, and the first support plate, the second support plate, the V-shaped damping plate and the damping spring are matched with each other, so that the V-shaped damping plate between the first support plate and the second support plate can play a role in resisting pressure and reducing vibration by matching with the damping spring, the vibration force transmitted to the lower part is reduced, and the overall stability of the scaffold is kept.

Drawings

FIG. 1 is a schematic front view of the present invention;

FIG. 2 is a perspective view of the assembled sleeve of the present invention;

FIG. 3 is a side view of the mounting groove tube of the present invention;

FIG. 4 is a schematic partial perspective view of a cross bar according to the present invention;

FIG. 5 is a schematic top view of the inner portion of the outer ring of the present invention;

fig. 6 is an enlarged view of the structure of fig. 1 at a.

In the figure: 1. a base; 2. a support bar; 3. assembling the components; 301. assembling the sleeve; 302. a hollow groove; 303. installing a groove pipe; 304. caulking grooves; 4. a cross bar; 5. a diagonal brace; 6. an outer ring; 7. fixing the connecting rod; 8. a shock absorbing assembly; 801. a limiting damping cavity; 802. a honeycomb cushioning pad; 803. a piston block; 804. a shock-conducting spring; 805. fixing the clamping plate; 9. a support table; 10. a support assembly; 1001. a first support plate; 1002. a second support plate; 1003. a V-shaped damping plate; 1004. fixing the connecting plate; 1005. a damping spring; 11. and (5) an embedded block.

Detailed Description

As shown in fig. 1, the assembled scaffold applied to small high-rise buildings comprises a base 1 and a damping component 8, wherein a supporting rod 2 is fixed above the base 1, the supporting rod 2 and the base 1 are in a vertical structure, and the supporting rods 2 are parallel to each other; the support rods 2 and the cross rods 4 are convenient to form an integral framework structure of the scaffold, the support rods 2 are perpendicular to the base 1, so that the support rods 2 are stable in arrangement and convenient to uniformly bear force, and the inclined support rods 5 can play a role in reinforcement; the outer ring 6 is installed at the outside mid-mounting of bracing piece 2, and the below both sides of outer ring 6 all are connected with fixed connecting rod 7, and a supporting bench 9 is installed to the top of bracing piece 2, and the upside of supporting bench 9 is fixed with supporting component 10.

As shown in fig. 2-4, the assembly component 3 is further mounted on the outer side of the support rod 2, and the assembly component 3 includes an assembly sleeve 301, a hollow groove 302, an installation groove pipe 303 and an insertion groove 304, the hollow groove 302 is disposed in the middle of the inside of the assembly sleeve 301, the installation groove pipe 303 is fixed on the outside of the assembly sleeve 301, the insertion groove 304 is disposed in the inside of the installation groove pipe 303, one side of the installation groove pipe 303 is connected with a cross rod 4, an inclined strut 5 is fixed between the cross rods 4, and both ends of the cross rod 4 are fixed with insertion blocks 11; the hollow groove 302 in the assembly sleeve 301 is matched with the size of the support rod 2, the assembly sleeve 301 is connected with the support rod 2 through bolts, and the installation groove pipe 303 outside the assembly sleeve 301 is connected with the cross rod 4 through bolts; the hollow groove 302 of the assembly sleeve 301 is convenient to be sleeved on the outer side of the support rod 2, the connection and fixation between the assembly sleeve 301 and the support rod 2 can be realized through bolts, the installation groove pipe 303 of the assembly sleeve 301 is convenient to be sleeved on the outer side of the cross rod 4, the cross rod 4 can be tightly clamped with the installation groove pipe 303 through the mutual matching between the embedded block 11 and the embedded groove 304, and the connection and fixation between the installation groove pipe 303 and the cross rod 4 can be realized through bolts.

As shown in fig. 5, the damping assembly 8 is installed between the outer ring 6 and the support rod 2, and the damping assembly 8 includes a limiting damping cavity 801, a honeycomb damping pad 802, a piston block 803, a shock-conducting spring 804 and a fixing clamp plate 805, the inner wall of the outer ring 6 is fixed with the limiting damping cavity 801, the honeycomb damping pad 802 is arranged inside the limiting damping cavity 801, the piston block 803 is installed in front of the limiting damping cavity 801, the shock-conducting spring 804 is fixed in front of the piston block 803, the fixing clamp plate 805 is installed on one side of the shock-conducting spring 804 close to the support rod 2, the fixing clamp plate 805 is fixedly connected with the support rod 2, four fixing connecting rods 7 are symmetrically distributed about the center line of the outer ring 6, and the symmetric center of the outer ring 6 coincides with the symmetric center of the support rod 2; the piston block 803 is elastically connected with the fixed clamping plate 805 through the shock-conducting spring 804, and five fixed clamping plates 805 are symmetrically arranged about the central axis of the support rod 2; four fixed connecting rods 7 are convenient for fix outer loop 6, the outside of bracing piece 2 is located to outer loop 6 cover, can laminate mutually with the inside honeycomb bradyseism pad 802 of spacing shock attenuation chamber 801 under the elastic action of leading and shake spring 804 during piston block 803 atress, make five fixed splint 805 in the bracing piece 2 outside can be through leading and shake spring 804 and piston block 803 with the even conduction of the vibrations power of bracing piece 2 to the inside honeycomb bradyseism pad 802 of spacing shock attenuation chamber 801, carry out the bradyseism by honeycomb bradyseism pad 802, the inside of honeycomb bradyseism pad 802 is honeycomb structure can effectively absorb the vibrations power.

As shown in fig. 6, the supporting assembly 10 includes a first supporting plate 1001, a second supporting plate 1002, a V-shaped damping plate 1003, a fixed connecting plate 1004 and a damping spring 1005, the second supporting plate 1002 is connected to the upper side of the first supporting plate 1001 through the V-shaped damping plate 1003, the fixed connecting plate 1004 is welded between the V-shaped damping plates 1003, and the damping spring 1005 is installed between the fixed connecting plate 1004 and the first supporting plate 1001 or the second supporting plate 1002; fixed even board 1004 is convenient for damping spring 1005 fixed, and each part between first backup pad 1001, second backup pad 1002, V-arrangement damping plate 1003 and the damping spring 1005 mutually supports for V-arrangement damping plate 1003 cooperation damping spring 1005 between first backup pad 1001 and the second backup pad 1002 can play the resistance to compression and alleviate the effect of vibrations, thereby reduces the vibrations power of conduction to the below, keeps the overall stability of scaffold frame.

In conclusion, when the assembly type scaffold applied to the small high-rise building is used, the support rod 2 can be vertically fixed above the base 1, then the hollow groove 302 of the assembly sleeve 301 is sleeved outside the support rod 2, then the assembly sleeve 301 and the support rod 2 are connected and fixed through the bolts, then the cross rod 4 is installed in the installation groove pipe 303, the cross rod 4 can be tightly clamped with the installation groove pipe 303 through the mutual matching between the embedded block 11 and the embedded groove 304, then the installation groove pipe 303 and the cross rod 4 are connected and fixed through the bolts, so that the support rod 2 and the cross rod 4 form an integral frame structure of the scaffold, and meanwhile, the inclined stay rod 5 can play a role in reinforcement;

in the process of using, V-arrangement shock attenuation board 1003 cooperation damping spring 1005 between brace table 9 top first backup pad 1001 and the second backup pad 1002 can play the resistance to compression and alleviate the effect of vibrations, thereby reduce the vibrations power of conduction to the below, keep the overall stability of scaffold, five fixed splint 805 in the bracing piece 2 outside simultaneously can be through leading in shock spring 804 and piston block 803 with the even conduction of the vibrations power of bracing piece 2 to the inside honeycomb bradyseism pad 802 of spacing shock attenuation chamber 801, carry out the bradyseism by honeycomb bradyseism pad 802, the inside of honeycomb bradyseism pad 802 is cellular structure can effectively absorb the vibrations power, thereby make this scaffold set up stably, the use of this assembled scaffold who is applied to small-rise building has just so been accomplished.

Claims

1. An assembled scaffold applied to small high-rise buildings comprises a base (1) and a damping component (8), and is characterized in that a supporting rod (2) is fixed above the base (1), an outer ring (6) is installed in the middle of the outer side of the supporting rod (2), two sides of the lower portion of the outer ring (6) are connected with fixed connecting rods (7), the damping component (8) is installed between the outer ring (6) and the supporting rod (2), the damping component (8) comprises a limiting damping cavity (801), a honeycomb damping pad (802), a piston block (803), a shock guide spring (804) and a fixed clamping plate (805), the inner wall of the outer ring (6) is fixed with the limiting damping cavity (801), the honeycomb damping pad (802) is arranged on the inner side of the limiting damping cavity (801), the piston block (803) is installed in front of the limiting damping cavity (801), and the shock guide spring (804) is fixed in front of the piston block (803), the utility model discloses a shock-conducting spring (804) is characterized in that one side of leading shock spring (804) near bracing piece (2) is installed solid fixed splint (805), and is fixed connection between solid fixed splint (805) and bracing piece (2), a supporting bench (9) is installed to the top of bracing piece (2), and the upside of supporting bench (9) is fixed with supporting component (10).

2. The fabricated scaffold for small high-rise buildings according to claim 1 is characterized in that the support rods (2) and the base (1) are in a vertical structure, and the support rods (2) are parallel to each other.

3. The assembly type scaffold applied to the small high-rise building is characterized in that an assembly component (3) is further installed on the outer side of the supporting rod (2), the assembly component (3) comprises an assembly sleeve (301), a hollow groove (302), an installation groove pipe (303) and an embedding groove (304), the hollow groove (302) is arranged in the middle of the inner portion of the assembly sleeve (301), the installation groove pipe (303) is fixed to the outer portion of the assembly sleeve (301), the embedding groove (304) is arranged in the inner portion of the installation groove pipe (303), one side of the installation groove pipe (303) is connected with a cross rod (4), an inclined stay rod (5) is fixed between the cross rods (4), and embedding blocks (11) are fixed to two ends of the cross rod (4).

4. The assembly type scaffold for small high-rise buildings according to claim 3, wherein the hollow groove (302) inside the assembly sleeve (301) is matched with the size of the support rod (2), the assembly sleeve (301) is connected with the support rod (2) through bolts, and the installation groove pipe (303) on the outer side of the assembly sleeve (301) is connected with the cross rod (4) through bolts.

5. The fabricated scaffold applied to small high-rise buildings according to claim 1 is characterized in that four fixing connecting rods (7) are symmetrically distributed about the center line of the outer ring (6), and the symmetry center of the outer ring (6) is coincident with the symmetry center of the support rod (2).

6. The fabricated scaffold applied to small high-rise buildings according to claim 1, wherein the piston block (803) is elastically connected with the fixing clamp plate (805) through the shock-conducting spring (804), and the fixing clamp plate (805) is symmetrically provided with five about the central axis of the support rod (2).

7. The fabricated scaffold applied to small high-rise buildings according to claim 1, wherein the supporting assembly (10) comprises a first supporting plate (1001), a second supporting plate (1002), a V-shaped damping plate (1003), a fixed connecting plate (1004) and a damping spring (1005), the second supporting plate (1002) is connected to the upper side of the first supporting plate (1001) through the V-shaped damping plate (1003), the fixed connecting plate (1004) is welded between the V-shaped damping plates (1003), and the damping spring (1005) is installed between the fixed connecting plate (1004) and the first supporting plate (1001) or the second supporting plate (1002).