CN115217311A - Super high-rise core tube large-span intelligent climbing safety protection platform - Google Patents
Super high-rise core tube large-span intelligent climbing safety protection platform Download PDFInfo
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- CN115217311A CN115217311A CN202210665368.4A CN202210665368A CN115217311A CN 115217311 A CN115217311 A CN 115217311A CN 202210665368 A CN202210665368 A CN 202210665368A CN 115217311 A CN115217311 A CN 115217311A
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- safety protection
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- 230000009194 climbing Effects 0.000 title claims abstract description 40
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims abstract description 10
- 235000017491 Bambusa tulda Nutrition 0.000 claims abstract description 10
- 241001330002 Bambuseae Species 0.000 claims abstract description 10
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims abstract description 10
- 239000011425 bamboo Substances 0.000 claims abstract description 10
- 238000009434 installation Methods 0.000 claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 230000000670 limiting effect Effects 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 238000005096 rolling process Methods 0.000 claims description 7
- 230000007306 turnover Effects 0.000 claims description 7
- 238000003780 insertion Methods 0.000 claims description 6
- 230000037431 insertion Effects 0.000 claims description 6
- 230000007246 mechanism Effects 0.000 claims description 6
- 230000000712 assembly Effects 0.000 claims description 4
- 238000000429 assembly Methods 0.000 claims description 4
- 230000006978 adaptation Effects 0.000 claims description 3
- 230000001681 protective effect Effects 0.000 claims 1
- 230000009286 beneficial effect Effects 0.000 abstract description 6
- 238000000034 method Methods 0.000 description 11
- 238000010276 construction Methods 0.000 description 6
- 230000001174 ascending effect Effects 0.000 description 5
- 230000008569 process Effects 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 230000009471 action Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/001—Safety or protective measures against falling down relating to scaffoldings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G2005/008—Hoisting devices specially adapted as part of a scaffold system
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
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Abstract
The invention belongs to the field of core tube protection platforms, and particularly relates to an ultra-high-rise core tube large-span intelligent climbing safety protection platform which comprises two protection frames symmetrically arranged in a core tube, wherein the two protection frames are connected through a horizontal layer, each protection frame comprises a frame body, a climbing assembly is arranged between the frame body and the core tube, each climbing assembly comprises a sliding rail, a plurality of supporting pieces are arranged between the sliding rail and the core tube and are vertically distributed, the core tube is provided with embedded holes matched with the supporting pieces, one ends of the supporting pieces are slidably inserted into the embedded holes, and the other ends of the supporting pieces are used for supporting the sliding rails. Be provided with the hydraulic means of vertical installation between slide rail and the support body, the support body is connected at the hydraulic means top, and connects the slide rail upper end through last joint spare detachable, and its bottom is through lower joint spare connection slide rail lower extreme, and the support body top is provided with rotatable board that turns over, turns over the board top and leans on a core section of thick bamboo, and is connected with support piece, has the beneficial effect that improves the protection platform's the convenience that climbs.
Description
Technical Field
The invention belongs to the field of core tube protection platforms, and particularly relates to a super high-rise core tube large-span intelligent climbing safety protection platform.
Background
With the high-speed development and construction of cities, a large number of large-scale, large-span and ultra-high buildings emerge mutually in dense space areas of cities. Super high-rise buildings become the mark of modern buildings, a core tube-frame structure form which is favorable for earthquake resistance is usually selected during super high-rise design, the core tube wall construction process is diversified due to the frame tube structure form, and the selection of the wall construction process is very important due to the requirement of high verticality of the core tube wall. The construction of a core section of thick bamboo vertical structure often adopts hydraulic pressure creeping formwork technique, but core section of thick bamboo horizontal position is failing to be synchronous because of installation tower crane and creeping formwork position, leaves over a lot and executes the structure after, in the structure work progress is executed after, and apart from top frame working face and core section of thick bamboo working face are higher. Therefore, great potential safety hazards exist during construction of a post-construction structure, if I-shaped steel is used as a supporting point to erect the steel pipe safety protection platform, the erection cost is high, the tower crane time is occupied, and the difficult problems of one erection and one disassembly at intervals of several layers exist, so that the core tube climbing type safety protection platform appears in the prior art.
Current formula safety protection platform that climbs usually includes the slide rail, support body and hydraulic means, hang the seat through burying the piece between slide rail and the core section of thick bamboo and be connected, slide rail and support body are connected through the switching-over box in the hydraulic means both ends, at the in-process of climbing, bury a string seat and install in advance, and at the in-process that the slide rail promoted, bury a string seat and need pass through the bolt, screw or other parts are connected to on the support body, form the supporting role to the support body, lead to the more operation of cost, the time is burying the installation and connection of hanging the seat, and can't be along with the slide rail rises automatic supporting role that forms.
Disclosure of Invention
The invention aims to provide a super high-rise core tube large-span intelligent climbing safety protection platform for improving climbing convenience of the protection platform, and in order to achieve the aim, the technical scheme adopted by the invention is as follows:
the super high-rise core tube large-span intelligent climbing safety protection platform comprises two protection frames symmetrically arranged in a core tube, the two protection frames are connected through a horizontal layer, each protection frame comprises a frame body, a climbing assembly is arranged between each frame body and the core tube, each climbing assembly comprises a sliding rail, a plurality of supporting pieces are arranged between each sliding rail and the core tube and are vertically distributed, the core tube is provided with pre-embedded holes matched with the supporting pieces, one end of each supporting piece is slidably inserted into the corresponding pre-embedded hole, and the other end of each supporting piece is used for supporting the corresponding sliding rail;
the sliding rail and be provided with the hydraulic means of vertical installation between the support body, the hydraulic means top is connected the support body, and connects through last joint spare detachable the sliding rail upper end, its bottom is connected through lower joint spare the sliding rail lower extreme, the support body top is provided with rotatable board that turns over, turn over the board top and lean on the core section of thick bamboo, and be connected with support piece.
Furthermore, the supporting member includes an insertion rod slidably disposed in the embedded hole, an end of the insertion rod is fixedly connected to a supporting block, the supporting block extends out of the embedded hole, a supporting pin is disposed on the top of the supporting block, and the supporting pin is connected to the sliding rail through a sliding mechanism so as to move to the top of another supporting block above the sliding rail when the sliding rail ascends.
Furthermore, the slide rail is of an I-shaped steel structure, a groove on one side of the slide rail faces the support block, the sliding mechanism comprises a spring arranged in the groove of the slide rail, the spring is vertically arranged and positioned above the support pin, the bottom of the spring is connected with the support pin, and the top of the spring is connected with the slide rail;
the support pin is characterized in that oblique holes are formed in two sides, facing the groove of the support block, of the slide rail, the oblique holes are of a square hole structure which is obliquely arranged, the support pin penetrates through the oblique holes and is arranged at the top of the oblique holes, the bottom of the support block is of an arc-shaped structure, and two ends of the support pin extend out of the oblique holes and are arranged at the top of the support block.
Furthermore, one end of the supporting block, which is far away from the insertion rod, is provided with a notch part, the slide rail is slidably arranged in the notch part, the upper end face of the notch part is provided with a limit groove, two ends of the supporting pin are rotatably connected with rolling parts, and the rolling parts are arranged in the limit groove.
Further, the slide rail is the I-steel structure, and the recess orientation of its one side the support body, and inside is provided with a plurality of vertical lugs that distribute side by side, it includes the casing to go up joint spare, casing fixed connection support body top inner wall, and fixed connection the hydraulic means top, but the horizontal slip is provided with the traveller in the casing, traveller one end is extended the casing, and be provided with the last draw-in groove of lug adaptation, upward be provided with in the draw-in groove the lug.
Furthermore, one end of the sliding column, which is far away from the convex block, is rotatably connected with a screw rod, and the screw rod extends out of the shell and is in threaded connection with the shell. The top and the bottom of traveller all are provided with a plurality of rollers.
Furthermore, the lower clamping piece is fixedly connected to the bottom of the hydraulic device, a lower clamping groove matched with the convex block is formed in the lower clamping piece, and the convex block is arranged in the lower clamping groove.
Furthermore, the bottom surface of the turning plate is provided with an abutting part which abuts against one support part above the sliding rail.
Further, the climbing assembly is arranged in a plurality of rows along the horizontal direction of the core barrel.
Further, the horizontal layer comprises protection plates, and the protection plates are arranged at the tops of the frame bodies on the two protection frames.
The invention has the following beneficial effects: when whole platform will climb, remove earlier and go up the joint spare and be connected with the slide rail upper end, then joint spare rises and makes the slide rail rise under the hydraulic means drive, the slide rail rises to targetting in place the back, support piece supports the slide rail once more, hydraulic means support body rises with turning over the board jointly, it connects joint spare and slide rail to rise to targetedly after targetting in place again, whole in-process, it not only has the effect of sheltering from and filling the space to turn over the board, still has the supporting role, compare prior art, do not need to spend a large amount of time installation support piece, can realize the installation of support piece through the mode of pegging graft, and form the support to the slide rail, do not need support piece to connect the support body simultaneously, the beneficial effect who improves the climbing convenience of protection platform has been reached, and make the in-process that the supporting shoe supported the slide rail, need not operate the beneficial effect that can realize automatic support to support piece.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view showing a connection relationship between the slide rail and the upper and lower engaging members;
FIG. 3 is an enlarged view of the point A in FIG. 2;
FIG. 4 is a schematic top view of the slide rail;
FIG. 5 is a schematic view of a lifting slide rail;
fig. 6 is a schematic view of a poppet body.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to fig. 1 to 6 in 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 embodiments. Unless otherwise specified, the technical means used in the examples are conventional means well known to those skilled in the art.
In the description of the present invention, it is to be understood that the terms "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on those shown in the drawings, are merely for convenience of description of the present invention, and do not indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and thus, are not to be construed as limiting the present invention.
The super high-rise core tube large-span intelligent climbing safety protection platform comprises two protection frames symmetrically arranged in a core tube 1, the two protection frames are connected through a horizontal layer, each protection frame comprises a frame body 2, a climbing assembly is arranged between the frame body 2 and the core tube 1 and comprises a sliding rail 6, a plurality of supporting pieces 8 are arranged between the sliding rail 6 and the core tube 1, the supporting pieces 8 are vertically distributed, the core tube 1 is provided with embedded holes matched with the supporting pieces 8, one end of each supporting piece 8 is slidably inserted into the corresponding embedded hole, and the other end of each supporting piece is used for supporting the corresponding sliding rail 6;
the slide rail 6 with be provided with the hydraulic means 5 of vertical installation between the support body 2, the 5 top of hydraulic means is connected support body 2, and connects through last joint 9 detachable slide rail 6 upper end, its bottom is connected through lower joint 10 slide rail 6 lower extreme, 2 tops of support body are provided with rotatable board 7 that turns over, turn over board 7 tops and lean on core section of thick bamboo 1, and be connected with support piece 8.
As shown in fig. 1, two protection frames are disposed on two inner sides of a core tube 1, the two protection frames are connected to a wall surface of the core tube 1 through two opposite side climbing assemblies, and horizontal connection is realized through a horizontal layer, so as to achieve the purpose of climbing together, wherein a frame body 2 is a scaffold structure in the prior art, one side of the scaffold structure, which is close to the wall surface of the core tube 1, is disposed to be a hollow structure, the climbing assembly is disposed between a hollow portion and the core tube 1, a sliding rail 6 is vertically disposed, a plurality of embedded holes are disposed side by side in the vertical direction on the wall surface of the core tube 1, the axis of the embedded holes is horizontal, one end of a support member 8 is inserted into the embedded holes in an inserting manner, the other end supports the sliding rail 6, specifically, the sliding rail 6 is supported at least through two support members 8, each ascending stroke of the sliding rail 6 is a distance between the two support members 8, a lower clamping member 10 always maintains a connection relationship with the sliding rail 6, the lower clamping member 10 and an upper clamping member 9 are respectively located at a lower end with a lower height of the sliding rail 6 and an upper end with a higher height, a turning plate 7 is disposed above the support member, and the supporting plate 8 is hinged to achieve a full-tilting connection effect of a platform, and the top of the support member is disposed above the sliding rail 2.
When the whole platform is to climb, the connection between the upper clamping piece 9 and the upper end of the sliding rail 6 is firstly released, the supporting point of the whole platform is the turning plate 7 and the sliding rail 6, then the hydraulic device 5 drives the lower clamping piece 10 to ascend, the sliding rail 6 is further ascended under the tension of the turning plate 7, the supporting point of the whole platform is the turning plate 7 in the ascending process, the sliding rail 6 is rubbed, the supporting force and the inclination angle of the turning plate 7 are maintained by the butting between the two sides of the whole platform and the core tube 1 in the horizontal direction, after the sliding rail 6 ascends in place, the supporting piece 8 supports the sliding rail 6 again to form the state shown in figure 5, the supporting point of the whole platform is the turning plate 7 and the sliding rail 6, then the hydraulic device 5 is driven again, under the supporting of the supporting piece 8, the frame body 2 and the turning plate 7 ascend together, and the clamping piece 9 and the sliding rail 6 are connected again after ascending in place, the strong point of whole platform is slide rail 6 this moment, later the staff climbs 2 tops of support body, turn over board 7 down, form the state as in fig. 6, and install two at least support piece 8 in slide rail 6 top, one of them support piece 8 is used for climbing slide rail 6, another is used for connecting and turns over board 7, then will turn over board 7 upset again, get back again as in fig. 1 the state can, furthermore, be provided with the staircase on the support body 2, in order to be used for the staff to climb 2 tops of support body, at whole in-process of climbing, compare prior art, need not spend plenty of time installation support piece 8, can realize support piece 8's installation through the mode of pegging graft, and form the support to slide rail 6, do not need support piece 8 to connect support body 2 simultaneously, the beneficial effect of the convenient degree of climbing that has reached and improved protection platform.
Further, the supporting member 8 includes an inserting rod 801 slidably disposed in the pre-buried hole, an end of the inserting rod 801 is fixedly connected to a supporting block 802, the supporting block 802 extends out of the pre-buried hole, a supporting pin 11 is disposed at a top of the supporting block 802, and the supporting pin 11 is connected to the sliding rail 6 through a sliding mechanism, so that when the sliding rail 6 ascends, the supporting pin moves to a top of another supporting block 802 above the supporting block.
Specifically, only after the slide rail 6 is raised to a position and stopped, the support pin 11 rests on top of the support block 802, thereby forming an effective support.
Further, the slide rail 6 is of an i-shaped steel structure, a groove on one side of the slide rail faces the support block 802, the sliding mechanism includes a spring 12 disposed in the groove of the slide rail 6, the spring 12 is vertically disposed and located above the support pin 11, the bottom of the spring 12 is connected to the support pin 11, and the top of the spring is connected to the slide rail 6;
the slide rail 6 orientation both sides of the recess of supporting shoe 802 all are provided with slant hole 15, slant hole 15 slope sets up, supporting pin 11 passes slant hole 15, and sets up the slant hole 15 top, the supporting shoe 802 bottom is the arc structure, the supporting pin 11 both ends extend slant hole 15, and set up the supporting shoe 802 top.
As shown in fig. 3, the i-steel structure of the slide rail 6 includes two grooves facing the support block 802 and the frame body 2, the spring 12 is in a stretching state, the top of the spring 12 is fixedly connected with the connection block 14, the connection block 14 is fixedly connected to the inner side of the slide rail 6, two ends of the support pin 11 extending out of the inclined hole 15 lean against the top of the support block 802 to form a support structure, the support pin 11 is horizontally arranged and parallel to the wall surface of the core barrel 1, and is perpendicular to the insertion rod 801, the support pin 11 can slide in the inclined hole 15, during the ascending process of the slide rail 6, the support pin 11 is pulled by the spring 12 and is located at the top of the inclined hole 15, when the support pin 11 contacts the bottom of the support block 802, the support pin moves along the outer wall surface of the support block 802 under the action of the arc structure at the bottom of the support block 802, and moves to above the top of the support block 802 under the action of the spring 12 when the support pin 11 moves to be flush with the top of the support block 802, and the top of the slide column 903 is provided with a plurality of rollers 904 at both the top and the bottom.
Specifically, the one end that the traveller 903 was kept away from to screw rod 902 is provided with the handle, rotates the removal that the traveller 903 can be realized to the handle, and roller 904 takes place to rotate when the traveller 903 removes, and a plurality of rollers 904 set up side by side, because last joint spare 9 has the supporting role to whole platform, so roller 904 has played the effect of the friction power when effectively reducing the traveller 903 and removing.
Therefore, when climbing, when the upper clamping piece 9 is disconnected with the upper end of the slide rail 6, the screw 902 is rotated to make the upper clamping groove on the slide column 903 separate from the bump 13.
Further, lower joint spare 10 fixed connection hydraulic means 5 bottom, lower joint spare 10 be provided with the lower draw-in groove of lug 13 adaptation, be provided with in the lower draw-in groove lug 13.
The lower clamping groove on the lower clamping piece 10 is always in clamping relation with the convex block 13 at the lower end of the slide rail 6.
Specifically, the hydraulic device 5 may be a hydraulic cylinder, the telescopic end of which is arranged downward, the bottom of the telescopic end is fixedly connected with the top of the lower clamping member 10, and the top of the hydraulic cylinder is fixedly connected with the bottom of the casing 901.
Furthermore, the bottom surface of the flap 7 is provided with an abutting part 16, and the abutting part 16 abuts against one support part 8 positioned above the slide rail 6.
Specifically, the turning plate 7 is of a high-strength square structure, the supporting piece 8 can be of a plate-shaped structure and can also comprise a cross rod, the cross rod is parallel to the turning plate 7, and the cross rod is fixedly connected with the bottom surface of the turning plate 7 through a plurality of transition rods.
One end of the support member 8, which is far away from the turning plate 7, is abutted against the top of the support member 8, so that an effective support structure is formed, and the turning plate 7 not only has the function of shielding and filling gaps, but also has a support function.
Further, the climbing assembly is provided with a plurality of climbing assemblies side by side along the horizontal direction of the core barrel 1.
Specifically, at least two climbing assemblies are arranged between the frame body 2 and the core barrel 1 to improve stability.
Further, the horizontal layer comprises protection plates 3, and the protection plates 3 are arranged at the tops of the frame bodies 2 on the two protection frames.
Afterwards, the hydraulic device 5 can slightly push the sliding rail 6 downwards to enable the supporting block 802 to abut against the supporting pin 11, so that effective supporting is formed, and in the process of resetting the supporting pin 11 through the spring 12, the supporting of the sliding rail 6 by the supporting block 802 is realized again, and the beneficial effect of automatic supporting can be realized without operating the supporting piece 8.
Further, one end of the supporting block 802, which is away from the insertion rod 801, is provided with a notch portion, the sliding rail 6 is slidably disposed in the notch portion, the upper end surface of the notch portion is provided with a limiting groove 803, two ends of the supporting pin 11 are rotatably connected with a rolling portion 16, and the rolling portion 16 is disposed in the limiting groove 803.
Specifically, as shown in fig. 4, the supporting block 802 is in a shape like a Chinese character '\21274', and an opening thereof forms a gap portion to wrap a part of the slide rail 6, so as to form an effective limiting structure, so that the structure is stable, the rolling portion 16 can be a roller, a bearing, or the like, the limiting groove 803 is in an arc groove structure adapted thereto, so as to form a radial limiting effect on the supporting pin 11, in addition, the top of the inclined hole 15 is located right above the limiting groove 803, and the bottom of the inclined hole 15 is located below the supporting block 802.
In addition, the end face of the pre-buried hole is provided with a square groove adapted to the supporting block 802, and a part of the supporting block 802 is arranged in the square groove, as shown in fig. 4, so that a positioning effect is formed, the supporting block 802 is prevented from deflecting, and the supporting block 802 is adapted to the ascending path of the sliding rail 6.
Further, the slide rail 6 is of an i-shaped steel structure, a groove on one side of the slide rail faces the frame body 2, a plurality of vertical lugs 13 distributed side by side are arranged inside the slide rail, the upper clamping piece 9 comprises a shell 901, the shell 901 is fixedly connected with the inner wall of the top of the frame body 2 and fixedly connected with the top of the hydraulic device 5, a sliding column 903 is arranged in the shell 901 in a horizontally sliding mode, one end of the sliding column 903 extends out of the shell 901, an upper clamping groove matched with the lugs 13 is formed in the sliding column, and the lugs 13 are arranged in the upper clamping groove.
As shown in fig. 2, a gap is formed between two adjacent bumps 13, the sliding column 903 is a square structure, the housing 901 is provided with a sliding cavity adapted to the sliding cavity, the upper clamping groove is provided with a plurality of clamping grooves so as to clamp the plurality of bumps 13, and the housing 901 penetrates through the hollow portion of the frame body 2.
Furthermore, one end of the sliding column 903, which is far away from the protrusion 13, is rotatably connected with a screw 902, the screw 902 extends out of the housing 901, and is in threaded connection with the housing 901,
still include lower floor's pavement 4, the level between two protection framves is formed jointly to being connected with lower floor's pavement 4 to in climbing simultaneously, turn over board 7 and articulate at protection plate 3 top.
The above-described embodiments are only intended to describe the preferred embodiments of the present invention, and not to limit the scope of the present invention, and various modifications, variations, modifications, and substitutions which may be made by those skilled in the art to the technical solution of the present invention without departing from the spirit of the present invention are intended to fall within the scope of the present invention defined by the claims.
Claims (10)
1. Super high-rise core section of thick bamboo large-span intelligence safety protection platform that climbs, including two protection framves of symmetry setting in core section of thick bamboo (1), two connect its characterized in that through the horizon between the protection frame: the protective frame comprises a frame body (2), a climbing assembly is arranged between the frame body (2) and the core barrel (1), the climbing assembly comprises a slide rail (6), a plurality of supporting pieces (8) are arranged between the slide rail (6) and the core barrel (1), the supporting pieces (8) are vertically distributed, the core barrel (1) is provided with embedded holes matched with the supporting pieces (8), one end of each supporting piece (8) is slidably inserted into the corresponding embedded hole, and the other end of each supporting piece is used for supporting the slide rail (6);
slide rail (6) with be provided with hydraulic means (5) of vertical installation between support body (2), hydraulic means (5) top is connected support body (2), and connects through last joint spare (9) detachable slide rail (6) upper end, its bottom is connected through lower joint spare (10) slide rail (6) lower extreme, support body (2) top is provided with rotatable board (7) that turns over, turn over board (7) top and lean on core section of thick bamboo (1), and be connected with support piece (8).
2. The super high-rise core tube large-span intelligent climbing safety protection platform according to claim 1, characterized in that: the supporting piece (8) comprises an inserting rod (801) which is slidably arranged in the embedded hole, the end of the inserting rod (801) is fixedly connected with a supporting block (802), the supporting block (802) extends out of the embedded hole, a supporting pin (11) is arranged at the top of the supporting block (802), and the supporting pin (11) is connected with the sliding rail (6) through a sliding mechanism so as to be used for moving to the top of the other supporting block (802) above when the sliding rail (6) ascends.
3. The super high-rise core tube large-span intelligent climbing safety protection platform according to claim 2, characterized in that: the sliding rail (6) is of an I-shaped steel structure, a groove on one side of the sliding rail faces the supporting block (802), the sliding mechanism comprises a spring (12) arranged in the groove of the sliding rail (6), the spring (12) is vertically arranged and is positioned above the supporting pin (11), the bottom of the spring (12) is connected with the supporting pin (11), and the top of the spring is connected with the sliding rail (6);
slide rail (6) orientation the both sides of the recess of supporting shoe (802) all are provided with slant hole (15), slant hole (15) are the square hole structure that the slope set up, supporting pin (11) pass slant hole (15), and set up slant hole (15) top, supporting shoe (802) bottom is the arc structure, supporting pin (11) both ends are extended slant hole (15), and set up supporting shoe (802) top.
4. The super high-rise core tube large-span intelligent climbing safety protection platform according to claim 3, characterized in that: one end, far away from the insertion rod (801), of the supporting block (802) is provided with a notch portion, the sliding rail (6) is slidably arranged in the notch portion, the upper end face of the notch portion is provided with a limiting groove (803), two ends of the supporting pin (11) are rotatably connected with rolling portions (16), and the rolling portions (16) are arranged in the limiting groove (803).
5. The super high-rise core tube large-span intelligent climbing safety protection platform according to claim 1, characterized in that: slide rail (6) are the I-steel structure, and the recess orientation of its one side support body (2), and inside is provided with a plurality of vertical lugs (13) that distribute side by side, it includes casing (901) to go up joint spare (9), casing (901) fixed connection support body (2) top inner wall, and fixed connection hydraulic means (5) top, but the horizontal slip is provided with traveller (903) in casing (901), traveller (903) one end extends casing (901), and be provided with the last draw-in groove of lug (13) adaptation, it is provided with in the draw-in groove to go up the lug (13).
6. The super high-rise core tube large-span intelligent climbing safety protection platform according to claim 5, characterized in that: one end, far away from the protruding block (13), of the sliding column (903) is rotatably connected with a screw rod (902), the screw rod (902) extends out of the shell (901) and is in threaded connection with the shell (901), and a plurality of roll shafts (904) are arranged at the top and the bottom of the sliding column (903).
7. The super high-rise core tube large-span intelligent climbing safety protection platform according to claim 5, characterized in that: the lower clamping piece (10) is fixedly connected to the bottom of the hydraulic device (5), a lower clamping groove matched with the convex block (13) is formed in the lower clamping piece (10), and the convex block (13) is arranged in the lower clamping groove.
8. The super high-rise core tube large-span intelligent climbing safety protection platform according to claim 1, characterized in that: an abutting part (16) is arranged on the bottom surface of the turning plate (7), and the abutting part (16) abuts against one support part (8) above the sliding rail (6).
9. The super high-rise core tube large-span intelligent climbing safety protection platform according to claim 1, characterized in that: the climbing assemblies are arranged side by side along the horizontal direction of the core barrel (1).
10. The super high-rise core tube large-span intelligent climbing safety protection platform according to claim 1, characterized in that: the horizontal layer comprises two protection plates (3), and the protection plates (3) are arranged at the tops of the frame bodies (2) on the protection frames.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202210665368.4A CN115217311B (en) | 2022-06-14 | 2022-06-14 | Intelligent climbing safety protection platform with large span for super high-rise core tube |
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| CN202210665368.4A CN115217311B (en) | 2022-06-14 | 2022-06-14 | Intelligent climbing safety protection platform with large span for super high-rise core tube |
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| CN115217311B CN115217311B (en) | 2024-03-12 |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20110214824A1 (en) * | 2010-03-05 | 2011-09-08 | Ulma C Y E, S. Coop. | Self-climbing perimetric protection system for construction works in buildings |
| CN103711308A (en) * | 2014-01-17 | 2014-04-09 | 上海建工集团股份有限公司 | Tool type steel-column supporting steel platform climbing system and using method thereof |
| US20140305070A1 (en) * | 2012-06-11 | 2014-10-16 | Zhejiang Construction Engineering Group Co., Ltd. | Constructing method for concrete cylinder of construction steel bar of high-rise steel structure |
| US20150167326A1 (en) * | 2013-12-17 | 2015-06-18 | Shenzhen Techen Technology Co., Ltd | Sealed and integrated climbing scaffold and method for using the same |
| CN205077885U (en) * | 2015-09-08 | 2016-03-09 | 中国建筑第二工程局有限公司 | Hydraulic intelligent climbing protection platform for core tube of building |
| CN109838098A (en) * | 2019-01-15 | 2019-06-04 | 上海建工一建集团有限公司 | Distributing platform system for the construction of Super High tube structure |
| CN110792390A (en) * | 2019-11-22 | 2020-02-14 | 鞍山衡业专用汽车制造有限公司 | Rear crawling ladder of fire fighting truck |
-
2022
- 2022-06-14 CN CN202210665368.4A patent/CN115217311B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20110214824A1 (en) * | 2010-03-05 | 2011-09-08 | Ulma C Y E, S. Coop. | Self-climbing perimetric protection system for construction works in buildings |
| US20140305070A1 (en) * | 2012-06-11 | 2014-10-16 | Zhejiang Construction Engineering Group Co., Ltd. | Constructing method for concrete cylinder of construction steel bar of high-rise steel structure |
| US20150167326A1 (en) * | 2013-12-17 | 2015-06-18 | Shenzhen Techen Technology Co., Ltd | Sealed and integrated climbing scaffold and method for using the same |
| CN103711308A (en) * | 2014-01-17 | 2014-04-09 | 上海建工集团股份有限公司 | Tool type steel-column supporting steel platform climbing system and using method thereof |
| CN205077885U (en) * | 2015-09-08 | 2016-03-09 | 中国建筑第二工程局有限公司 | Hydraulic intelligent climbing protection platform for core tube of building |
| CN109838098A (en) * | 2019-01-15 | 2019-06-04 | 上海建工一建集团有限公司 | Distributing platform system for the construction of Super High tube structure |
| CN110792390A (en) * | 2019-11-22 | 2020-02-14 | 鞍山衡业专用汽车制造有限公司 | Rear crawling ladder of fire fighting truck |
Non-Patent Citations (1)
| Title |
|---|
| 龚剑;朱毅敏;徐磊;: "超高层建筑核心筒结构施工中的筒架支撑式液压爬升整体钢平台模架技术", 建筑施工, no. 01 * |
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| CN115217311B (en) | 2024-03-12 |
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