CN213745604U

CN213745604U - Large-span aerial installation equipment platform for high-rise building

Info

Publication number: CN213745604U
Application number: CN202021940191.7U
Authority: CN
Inventors: 姜帅
Original assignee: Jiangdu Hengli Equipment Manufacturing Co ltd
Current assignee: Jiangdu Hengli Equipment Manufacturing Co ltd
Priority date: 2020-09-08
Filing date: 2020-09-08
Publication date: 2021-07-20
Anticipated expiration: 2030-09-08

Abstract

The utility model provides an aerial erection equipment platform of high-rise building large-span. The high-rise building large-span aerial installation equipment platform comprises a pouring foundation, a supporting platform structure and a damping installation structure, wherein the supporting platform structure is connected to the top of the pouring foundation; shock attenuation mounting structure, shock attenuation mounting structure connects in the top of a supporting bench structure, and shock attenuation mounting structure includes supporting shoe, mounting panel, activity post, slip bulge loop and spring, and the top of supporting shoe is equipped with the recess, and the activity post has been placed to recess inside, and the inside wall of recess is equipped with annular spacing groove, the top fixed connection mounting panel of activity post, the bottom lateral wall fixed connection slip bulge loop of activity post. The utility model provides an aerial erection equipment platform of high-rise building large-span has and to cushion and receive wind-force and produce the blowing power in the twinkling of an eye to make the range of rocking reduce in the twinkling of an eye, and improve large equipment fixing back stability, guarantee the advantage of security.

Description

Large-span aerial installation equipment platform for high-rise building

Technical Field

The utility model relates to a erection equipment platform field especially relates to an aerial erection equipment platform of high-rise building large-span.

Background

High-rise buildings are residential buildings with building heights greater than 27m and non-single-storey plants, warehouses and other civil buildings with building heights greater than 24 m.

The existing high-rise building outer wall glass assembling process needs to be located at the top layer for installing the large-scale crane, and as the large-scale equipment on the high-rise building is subjected to variable wind directions and large wind force, the generated shaking range is large, a constructor controls the large-scale crane to easily lift the core and lift the liner, the large-scale crane is subjected to wind force shaking action for a long time, fastening parts are easy to loosen, and the safety is poor.

Therefore, there is a need to provide a new platform for large-span aerial installation equipment in high-rise buildings to solve the above technical problems.

SUMMERY OF THE UTILITY MODEL

For solving the technical problem, the utility model provides a can cushion and receive wind-force and produce the blowing force in the twinkling of an eye to make the range of rocking reduce in the twinkling of an eye, and improve large equipment fixing back stability, guarantee the aerial erection equipment platform of high-rise building large-span of security.

The utility model provides an aerial erection equipment platform of high-rise building large-span includes: pouring a foundation; the supporting platform structure is connected to the top of the pouring foundation; shock attenuation mounting structure, shock attenuation mounting structure connects in the top of a supporting bench structure, and shock attenuation mounting structure includes supporting shoe, mounting panel, activity post, slip bulge loop and spring, and the top of supporting shoe is equipped with the recess, and the activity post has been placed to recess inside, and the inside wall of recess is equipped with annular spacing groove, the top fixed connection mounting panel of activity post, the bottom lateral wall fixed connection slip bulge loop of activity post, the slip bulge loop set up in the inside of annular spacing groove and with annular spacing groove sliding connection, the spring and the annular spacing inslot inside wall fixed connection that the lateral wall of slip bulge loop set up through a plurality of quantity annulars.

Preferably, the supporting table structure comprises an arc planting box, a leakage receiving cover, an annular guardrail rod and a conical block, the top end face of the foundation is poured to be fixedly connected with the conical block, the annular guardrail rod is fixedly connected with the top of the outer side wall of the conical block, the top center of the conical block is fixedly connected with the bottom of the supporting block, the arc planting box is symmetrically arranged on the two outer side walls of the bottom of the foundation in a fixed connection mode, and the bottom side wall of the arc planting box is connected with the matched leakage receiving cover.

Preferably, the outer side wall of the pouring foundation is fixedly connected with a first inclined staircase, and the outer side wall of the supporting block is fixedly connected with a second inclined staircase.

Preferably, the included angle of the slope of the conical block is 5-10 degrees.

Preferably, the top side and the bottom side of the sliding convex ring are respectively provided with a plurality of annularly arranged long grooves, the insides of the long grooves are rotatably connected with pulleys through pin shafts, and the pulleys slide in contact with the side faces of the adjacent annular limiting grooves.

Preferably, the two ends of the spring are welded and connected with movable balls, the movable balls are embedded in the side faces of the rubber cushion blocks, and the inner side walls of the annular limiting grooves and the outer side walls of the sliding convex rings are fixedly connected with the adjacent rubber cushion blocks respectively.

Compared with the prior art, the utility model provides a high-rise building large-span aerial erection equipment platform has following beneficial effect:

the utility model provides an aerial erection equipment platform of high-rise building large-span, the main equipment is installed and is used in the mounting panel, because roof wind-force is big and the wind direction is changeable, receive wind-force and blow and hang the in-process, move towards the ring channel is inside through the slip bulge loop, thereby cause partial spring to receive the extrusion, partial spring receives the dragging, spring self rebound force acts on, can cushion and receive wind-force and produce the blowing force in the twinkling of an eye, thereby make the range of rocking in the twinkling of an eye reduce, and improve main equipment and install back stability, guarantee the security.

Drawings

Fig. 1 is a schematic structural view of a preferred embodiment of a large-span aerial installation equipment platform for a high-rise building provided by the present invention;

FIG. 2 is a front sectional view of the shock absorbing mounting structure shown in FIG. 1;

fig. 3 is a partially enlarged schematic view of a portion a shown in fig. 2.

Reference numbers in the figures: 1. pouring a foundation; 2. a support table structure; 3. a shock absorbing mounting structure; 21. an arc-shaped planting box; 22. a leakage receiving cover; 23. a first escalator; 24. an annular guardrail bar; 25. a conical block; 31. a support block; 32. mounting a plate; 33. a movable post; 34. a second escalator; 35. a groove; 36. a sliding convex ring; 37. A spring; 38. a rubber cushion block; 39. a movable ball; 3a, a pulley; 3b, a pin shaft; 3c and an annular limiting groove.

Detailed Description

The present invention will be further described with reference to the accompanying drawings and embodiments.

Please refer to fig. 1, fig. 2 and fig. 3 in combination, wherein fig. 1 is a schematic structural diagram of a preferred embodiment of a large-span aerial installation equipment platform for a high-rise building according to the present invention; FIG. 2 is a front sectional view of the shock absorbing mounting structure shown in FIG. 1; fig. 3 is a partially enlarged schematic view of a portion a shown in fig. 2. The method comprises the following steps: pouring foundation 1, supporting platform structure 2 and shock attenuation mounting structure 3.

In the specific implementation process, as shown in fig. 1 and 2, the shock absorption mounting structure 3 is connected to the top of the supporting platform structure 2, the shock absorption mounting structure 3 includes a supporting block 31, a mounting plate 32, a movable column 33, a sliding convex ring 36 and a spring 37, the top of the supporting block 31 is provided with a groove 35, the movable column 33 is placed inside the groove 35, the inner side wall of the groove 35 is provided with an annular limiting groove 3c, the top end of the movable column 33 is fixedly connected to the mounting plate 32, the bottom outer side wall of the movable column 33 is fixedly connected to the sliding convex ring 36, the sliding convex ring 36 is arranged inside the annular limiting groove 3c and is slidably connected to the annular limiting groove 3c, and the outer side wall of the sliding convex ring 36 is fixedly connected to the inner side wall of the annular limiting groove 3c through the springs 37 and the annular limiting grooves 3c, which are annularly arranged in a plurality of numbers.

It should be noted that the large-scale equipment is installed in the installation plate 32 for use, because the roof wind power is large and the wind direction is changeable, the wind power blows and hangs the in-process, move towards the annular groove 3c through the slip bulge loop 36, thereby cause part of the springs 37 to receive the extrusion, part of the springs 37 receive the pulling, the spring 37 self bounce effect can cushion and receive the wind power and produce the blowing force in the twinkling of an eye, thereby make the shake amplitude in the twinkling of an eye reduce, and improve the stability of the large-scale equipment installation back, guarantee the security.

Referring to fig. 1, the supporting platform structure 2 is connected to the top of the casting foundation 1, the supporting platform structure 2 includes an arc planting box 21, a leakage receiving cover 22, an annular guardrail bar 24 and a conical block 25, the top end face of the casting foundation 1 is fixedly connected with the conical block 25, the conical block 25 outer side wall top is fixedly connected with the annular guardrail bar 24, the top center position of the conical block 25 is fixedly connected with the bottom of a supporting block 31, the bottom outer side wall of the casting foundation 1 is fixedly connected with two symmetrically arranged arc planting boxes 21, and the bottom side wall of the arc planting box 21 is connected with the matched leakage receiving cover 22.

It should be noted that, pour foundation 1, bind through reinforcing bar and embedded steel bar on the roof, carry out concrete placement again and form, the box 21 is planted to the arc can be planted green planting pouring foundation 1, and the environmental protection aesthetic property improves, and conical block 25 can let and fall into the rainwater and flow out from the slope, plants box 21 through the arc that leaks the cover 22 and flow into and carry out the retaining irrigation.

Referring to fig. 1, the outer side wall of the casting foundation 1 is fixedly connected with the obliquely arranged first escalator 23, the outer side wall of the supporting block 31 is fixedly connected with the obliquely arranged second escalator 34, the first escalator 23 and the second escalator 34 walk to the mounting plate 32, the large-scale equipment of the mounting plate 32 can be periodically overhauled, the first escalator 23 and the second escalator 34 are adopted, a climbing mode is not needed, the safety is improved, and the walking is convenient.

Referring to fig. 1, the conical block 25 has a slope included angle of 5 degrees, and the conical block 25 has a lower profile, so that a maintenance worker can walk around the conical block, and therefore beautiful scenery around a sightseeing high building and the annular guardrail bar 24 can ensure walking safety.

Referring to fig. 1 and 3, a plurality of annularly arranged elongated slots are respectively formed in the top side and the bottom side of the sliding convex ring 36, the inside of each elongated slot is rotatably connected with a pulley 3a through a pin shaft 3b, the pulley 3a slides in contact with the side of an adjacent annular limiting groove 3c, and the sliding convex ring 36 is supported by the pulley 3a to horizontally move, so that the sliding contact friction is reduced, the noise generated in the damping process is reduced, and the damping and noise reduction effects are achieved.

Referring to fig. 1, two ends of the spring 37 are welded and connected with movable balls 39, the movable balls 39 are embedded inside the side faces of the rubber cushion blocks 38, the inner side wall of the annular limiting groove 3c and the outer side wall of the sliding convex ring 36 are respectively and fixedly connected with the adjacent rubber cushion blocks 38, it is to be noted that the spring 37 is fixed with the rubber cushion blocks 38 in an embedded mode through the movable balls 39, the direction of wind power blowing is changed, part of the spring 37 is extruded, part of the spring 37 is under the action of torsion, the movable balls 39 at the connecting ends of the spring 37 are under the action of torsion to extrude the rubber cushion blocks 38 in pairs, the instantaneous extrusion force can be buffered, the possibility of fracture of the connecting ends of the spring 37 under the action of the torsion is reduced, and the long service life is ensured.

The above only is the embodiment of the present invention, not limiting the scope of the present invention, all the equivalent structures or equivalent processes of the present invention are used in the specification and the attached drawings, or directly or indirectly applied to other related technical fields, and the same principle is included in the protection scope of the present invention.

Claims

1. The utility model provides a high-rise building large-span aerial erection equipment platform which characterized in that includes:

pouring the foundation (1);

the supporting platform structure (2), the supporting platform structure (2) is connected to the top of the pouring foundation (1);

the shock absorption mounting structure (3), the shock absorption mounting structure (3) is connected to the top of the support platform structure (2), the shock absorption mounting structure (3) comprises a supporting block (31) and a mounting plate (32), activity post (33), slip bulge loop (36) and spring (37), the top of supporting shoe (31) is equipped with recess (35), activity post (33) have been placed to recess (35) inside, the inside wall of recess (35) is equipped with annular spacing groove (3c), top fixed connection mounting panel (32) of activity post (33), bottom lateral wall fixed connection slip bulge loop (36) of activity post (33), slip bulge loop (36) set up in the inside of annular spacing groove (3c) and with annular spacing groove (3c) sliding connection, spring (37) and annular spacing groove (3c) inside wall fixed connection that the lateral wall of slip bulge loop (36) set up through a plurality of quantity annulars.

2. The high-rise building large-span aerial installation equipment platform as claimed in claim 1, wherein the support platform structure (2) comprises an arc-shaped planting box (21), a leakage receiving cover (22), an annular guardrail bar (24) and a conical block (25), the top end face of the casting foundation (1) is fixedly connected with the conical block (25), the top of the outer side wall of the conical block (25) is fixedly connected with the annular guardrail bar (24), the top center position of the conical block (25) is fixedly connected with the bottom of the support block (31), the bottom outer side wall of the casting foundation (1) is fixedly connected with two symmetrically-arranged arc-shaped planting boxes (21), and the bottom side wall of each arc-shaped planting box (21) is connected with the matched leakage receiving cover (22).

3. The large-span aerial installation equipment platform of the high-rise building as claimed in claim 1, wherein the outer side wall of the casting foundation (1) is fixedly connected with a first inclined staircase (23), and the outer side wall of the supporting block (31) is fixedly connected with a second inclined staircase (34).

4. The high-rise building large-span aerial installation equipment platform as claimed in claim 2, wherein the included angle of the slope of the conical block (25) is 5-10 degrees.

5. The large-span aerial installation equipment platform for the high-rise building as claimed in claim 1, wherein the top side and the bottom side of the sliding convex ring (36) are respectively provided with a plurality of annularly arranged long grooves, the insides of the long grooves are rotatably connected with the pulleys (3a) through pin shafts (3b), and the pulleys (3a) are in contact sliding with the side surfaces of the adjacent annular limiting grooves (3 c).

6. The high-rise building large-span aerial installation equipment platform as claimed in claim 1, wherein two ends of the spring (37) are welded and connected with movable balls (39), the movable balls (39) are embedded in the side surfaces of the rubber cushion blocks (38), and the inner side walls of the annular limiting grooves (3c) and the outer side walls of the sliding convex rings (36) are respectively and fixedly connected with the adjacent rubber cushion blocks (38).