CN214885358U - A operation platform structure for super high-rise building outer wall construction - Google Patents

Abstract

The utility model discloses an operation platform structure for the construction of the outer wall of a super high-rise building, which comprises a prefabricated panel wall, a wall-penetrating fixing sleeve, an operation platform, a wall-penetrating bolt, a bolt fixing mechanism, a floor slab and a limiting anchor bar; the prefabricated wall is internally provided with a wall-through fixing sleeve, the floor slab is vertically connected with the prefabricated wall, a limiting anchor bar is anchored on the floor slab, and the operating platform is fixed on the prefabricated wall through a wall-through bolt, a wall-through fixing sleeve and a bolt fixing mechanism; the operating platform comprises a wall-attached supporting structure, a protective railing, a supporting pedal structure, a vertically arranged steel ladder stand and a top shielding structure; a protective railing is hinged to the front side of the supporting pedal structure, a top shielding structure is arranged at the top of the protective railing, a pair of wall-attached supporting structures are connected to the bottom of the supporting pedal structure, and the steel ladder stand is connected with the supporting pedal structure in a sliding mode; the utility model discloses make construction operation platform's installation more convenient to can prevent the potential safety hazard that the object brought of falling from the air.

Description

A operation platform structure for super high-rise building outer wall construction

Technical Field

The utility model relates to a construction platform technical field, especially an operation platform structure for super high-rise building outer wall construction.

Background

With the development of the times, most of the buildings at present are high-rise or super high-rise structures, and in the construction of high-rise and super high-rise buildings, a construction operation platform is usually required to be installed in the construction. The protective operation platform is connected to a poured wall, a beam, a floor slab or a precast slab wall through an attachment device, and the attachment is realized by using a floor type steel pipe scaffold, an overhanging frame and a climbing frame mostly.

In order to improve the construction efficiency, most high-rise buildings or super high-rise buildings are assembled buildings. The method is also the direction of building industry entering modern production, changes the traditional pouring construction operation, realizes the modularized production of factories, well processes and manufactures the building components and accessories (such as floor slabs, wall plates, stairs, balconies and the like) in the factories, transports the components and accessories to the building construction site, and finally forms the building through on-site assembly and installation. And further reduces the construction period and labor cost.

The assembly type building adopts standardized design, factory production and assembly construction. The outer frames mostly used for building the prefabricated concrete structure at present mainly comprise floor type steel pipe scaffolds, overhanging frames, climbing frames and the like; the scaffold not only increases the construction cost, but also prolongs the construction period, and can not further embody the advantage of the on-site efficient assembly of the fabricated building.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing an operation platform structure for the construction of the outer wall of a super high-rise building, which solves the problems that how to improve the construction efficiency of the construction operation platform on the premise of not damaging the precast slab wall structure and reduce the requirement on the skill of workers; how to improve the turnover efficiency of the operation platform, reduce the construction waste and be beneficial to environmental protection; how to reduce the potential safety hazard brought to constructors by falling objects from the air.

In order to achieve the purpose, the utility model provides an operation platform structure for the construction of the outer wall of a super high-rise building, which comprises a prefabricated panel wall, a wall-penetrating fixing sleeve, an operation platform, a wall-penetrating bolt, a bolt fixing mechanism, a floor slab and a limiting anchor bar; the prefabricated wall is internally provided with a wall-penetrating fixing sleeve, the floor slab is vertically connected with the prefabricated wall, an inverted U-shaped limiting anchor bar is anchored on the floor slab, and the operating platform is fixed on the prefabricated wall through a wall-penetrating bolt, the wall-penetrating fixing sleeve and a bolt fixing mechanism.

The operating platform comprises a wall-attached supporting structure, a protective railing, a supporting pedal structure, a vertically arranged steel ladder stand and a top shielding structure; the front side of the supporting pedal structure is hinged with a protective railing, the top of the protective railing is provided with a top shielding structure, the rear side of the supporting pedal structure is in contact with a prefabricated wall, the bottom of the supporting pedal structure is connected with a pair of wall-attached supporting structures, and the steel ladder stand is in sliding connection with the supporting pedal structure.

The wall-attached supporting structure comprises a main cross beam, a telescopic oblique beam, a vertical supporting plate, a fixing hole and a vertically arranged fixing groove; the main cross beam is vertically connected with the vertical supporting plate, the telescopic oblique beam is arranged between the main cross beam and the vertical supporting plate, and the vertical supporting plate is provided with a fixing groove; the fixed orifices have three, distribute in the fixed slot left and right sides.

The bolt fixing mechanism comprises a fixing clamping plate, a bearing, a limiting rotary rod, a rotary rod fixing hook and an arc-shaped clamping groove; the fixed cardboard is circular, is provided with bearing and arc draw-in groove on it, and the bearing is coaxial with fixed cardboard, and the arc draw-in groove is three evenly distributed on fixed cardboard, and spacing swing arm one end is articulated with the bearing, and other end fixedly connected with swing arm fixed hook, swing arm fixed hook card are established on spacing anchor rod.

The wall-through bolt sequentially penetrates through the fixing hole in the vertical supporting plate, the wall-through fixing sleeve and the arc-shaped clamping groove in the fixing clamping plate to fix the wall-attached supporting structure on the prefabricated plate wall.

The structure is sheltered from at top is including putting the thing groove, aerifing and shelters from the pad and shelter from the bracing piece, puts the thing groove and is connected with the protection railing, aerifys to shelter from to fill and to fill up and set up putting the thing inslot, and its both ends are provided with and shelter from the bracing piece, aerify and shelter from the pad surface and be equipped with a plurality of archs, and 2mm is no less than to protruding height.

Furthermore, the steel ladder stand also comprises a storage basket, the storage basket is detachably connected with the steel ladder stand and can be used for storing common construction tools, such as rulers and the like.

Further, the telescopic oblique beam comprises a first supporting beam, a second supporting beam, a sliding bolt and a butterfly nut; the first supporting beam and the second supporting beam are provided with elongated grooves, the diameter of the sliding bolt is smaller than the width of the elongated grooves on the first supporting beam and the second supporting beam, the head of the sliding bolt is located in the elongated grooves, the elongated grooves limit the sliding bolt to rotate, and the butterfly nut locks the sliding bolt to fix the first supporting beam and the second supporting beam. The first supporting beam is connected with the main cross beam, and the length of the main cross beam can be selected according to the width of the first pedal.

Further, still including fixed otic placode and steel sheet net, the guardrail bar is formed by two at least horizontal poles and vertical pole vertical connection, is connected with the steel sheet net on the guardrail bar, and one side bottom both sides that the guardrail bar is close to prefabricated siding wall all are provided with fixed otic placode, and fixed otic placode is fixed on first footboard through sheltering from the bracing piece.

Furthermore, shelter from the bracing piece and include sleeve pipe and threaded rod, sleeve pipe and aerify and shelter from pad tip fixed connection, fixed otic placode is passed to the threaded rod bottom to fix on first footboard.

Further, the supporting pedal structure comprises a first pedal, a positioning slideway, a second pedal, a supporting base plate and a lifting hole; a through sliding hole is formed in the first pedal, the second pedal is arranged above the through sliding hole, one end of the second pedal is hinged to the first pedal, a supporting base plate is arranged at the other end of the second pedal, the upper end face of the supporting base plate is coplanar with the upper end face of the second pedal, a lifting hole is formed in the supporting base plate, and the lifting hole is a threaded hole; the positioning slideway is U-shaped and is clamped at one side of the first pedal, which is close to the through sliding hole.

Further, be provided with first slider, second slider and draw runner on the steel cat ladder, the outer terminal surface in steel cat ladder left side is provided with the draw runner, and the steel cat ladder passes through the draw runner to be connected with the slide, and steel cat ladder left side top and bottom all are provided with first slider, and right side top and bottom all are provided with the second slider.

Furthermore, the limiting rotary rod is a hydraulic rod, so that the rotary rod fixing hooks arranged at the end part of the hydraulic rod are clamped on the limiting anchor bars more tightly.

Further, an inflating device is arranged on the inflatable shielding cushion.

Further, aerify and block the pad and be the rubber material, rubber thickness is no less than 3.5 mm.

Further, the sliding bolt is a countersunk bolt.

Further, the fixed lug plate and the first pedal are provided with coaxial long holes.

Further, the steel cat ladder is scalable cat ladder, and its length can be adjusted as required.

The beneficial effects of the utility model are embodied in.

1, the utility model provides a pair of an operation platform structure for super high-rise building outer wall construction fixes operation platform on the prefabricated plate wall through wall bushing, wall bolt and bolt fastening mechanism. The fixing structure does not damage the wall structure of the prefabricated plate, saves the investment of manpower and material resources to a certain extent, saves the construction cost, reduces the construction waste, is beneficial to environmental protection and the like.

2, the utility model provides a pair of an operation platform structure for super high-rise building outer wall construction the utility model discloses a need not make a hole in the installation and destroy the wall body, make things convenient for the field assembly, and then be convenient for the utility model discloses a turnover use, manpower and material resources have been practiced thrift to the utilization ratio of improvement resource.

3, the utility model provides an operation platform structure for super high-rise building outer wall construction, scalable diagonal beam can adjust length as required, utilize first supporting beam and second supporting beam and sliding bolt and butterfly nut cooperation to use, adjust the length of scalable diagonal beam, and first supporting beam is connected with the main beam, can select the length of main beam according to the width of first footboard; it can be seen that the wall-attached supporting structure can be assembled only by replacing the main beam.

4, the utility model provides a pair of an operation platform structure for super high-rise building outer wall construction aerifys to shelter from to fill and to keep in at any time and put the thing groove or shift out and put the thing groove and use, and aerify to shelter from to fill when opening and fill and to fill fixed back, can be used to keep off the rain or tentatively shelter from the high altitude weight thing, and then can avoid the potential safety hazard because of the high altitude weight thing brings.

5, the utility model provides a pair of an operation platform structure for super high-rise building outer wall construction, the construction flow has been simplified in the equipment of on-the-spot instrument formula, reduces workman's on-the-spot operating time, and the time limit for a project reduces the labour cost that can reduce constructor, managers and mechanical equipment's working costs etc. and economic benefits and social are obvious. The utility model discloses reduce constructor's operation flow, impeld the process of green building, green construction.

Additional features and advantages of the invention will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by the practice of the invention. The primary objects and other advantages of the invention may be realized and attained by the structure particularly pointed out in the written description.

Drawings

The present invention will be described in further detail with reference to the accompanying drawings.

Fig. 1 is a schematic structural diagram of the present invention.

Fig. 2 is a schematic cross-sectional view of the present invention.

Fig. 3 is a schematic view of the usage state of the one-layer operation platform of the present invention.

Fig. 4 is a schematic view of the connection mode of the telescopic oblique beam of the present invention.

Fig. 5 is a schematic top view of the support deck structure of the present invention.

Fig. 6 is a schematic view of the use state of the middle supporting pedal structure of the present invention.

Fig. 7 is a schematic front view of a vertical support plate in the present invention.

Fig. 8 is a schematic front view of the steel ladder of the present invention.

Fig. 9 is a front view schematically illustrating a fixing clip of the present invention.

Fig. 10 is a front view schematically illustrating a bolt fastening mechanism according to the present invention.

Fig. 11 is a schematic view of the usage status of the first layer operating platform and the second layer operating platform of the present invention.

Reference numerals: 1-prefabricated panel wall, 2-wall-attached supporting structure, 2.1-main beam, 2.2-telescopic oblique beam, 2.3-vertical supporting plate, 2.4-fixing hole, 2.5-first supporting beam, 2.6-second supporting beam, 2.7-sliding bolt, 2.8-butterfly nut, 2.9-fixing groove, 3-wall-penetrating fixing sleeve, 4-guard rail, 4.1-fixing lug plate, 4.2-steel plate net, 5-wall-penetrating bolt, 6-bolt fixing mechanism, 6.1-fixing clamping plate, 6.2-bearing, 6.3-limiting rotary rod, 6.4-rotary rod fixing hook, 6.5-arc clamping groove, 7-first pedal, 7.1-positioning slideway, 8-second pedal, 9-supporting base plate, 9.1-lifting hole, 10-steel ladder stand, lifting plate, lifting device and lifting device, 10.1-first slide block, 10.2-second slide block, 10.3-slide bar, 11-basket, 12-top shielding structure, 12.1-groove, 12.2-inflatable shielding cushion, 12.3-shielding support bar, 13-top supporting tripod, 14-floor slab and 15-spacing anchor bar.

Detailed Description

The technical solutions of the present invention are described in detail below by way of examples, which are only exemplary and can be used only for explaining and explaining the technical solutions of the present invention, but not for explaining the limitations of the technical solutions of the present invention.

As shown in fig. 1 to 3, the utility model provides an operation platform structure for the construction of the outer wall of a super high-rise building, which comprises a prefabricated plate wall 1, a wall-through fixing sleeve 3, an operation platform, a wall-through bolt 5, a bolt fixing mechanism 6, a floor slab 14 and a limit anchor bar 15; the wall-through fixing sleeve 3 is arranged inside the prefabricated panel wall 1, the floor slab 14 is vertically connected with the prefabricated panel wall 1, the inverted-U-shaped limiting anchor bars 15 are anchored on the floor slab 14, and the operating platform is fixed on the prefabricated panel wall 1 through the wall-through bolts 5, the wall-through fixing sleeve 3 and the bolt fixing mechanism 6.

As shown in fig. 1, 2, 4-6 and 8, the operating platform comprises a wall-attached supporting structure 2, a guard rail 4, a supporting pedal structure, a vertically-arranged steel ladder stand 10 and a top shielding structure 12; a protective railing 4 is hinged to the front side of the supporting pedal structure, a top shielding structure 12 is arranged at the top of the protective railing 4, the rear side of the supporting pedal structure is in contact with the prefabricated panel wall 1, a pair of wall-attached supporting structures 2 are connected to the bottom of the supporting pedal structure, and a steel ladder 10 is slidably connected with the supporting pedal structure; the steel ladder stand 10 is also provided with a storage basket 11 detachably connected with the steel ladder stand, and common construction tools such as rulers and the like can be placed in the storage basket 11. Wherein, the protection railing 4 is formed by connecting at least two horizontal poles and vertical pole is perpendicular, is connected with steel screen 4.2 on the protection railing 4, and one side bottom both sides that the protection railing 4 is close to prefabricated siding wall 1 all are provided with fixed otic placode 4.1, and fixed otic placode 4.1 is fixed on first footboard 7 through sheltering from bracing piece 12.3. The supporting pedal structure comprises a first pedal 7, a positioning slideway 7.1, a second pedal 8, a supporting base plate 9 and a lifting hole 9.1; a through sliding hole is formed in the first pedal 7, the second pedal 8 is arranged above the through sliding hole, one end of the second pedal 8 is hinged to the first pedal 7, the second pedal 8 can turn over above the first pedal 7 around the hinge, a supporting base plate 9 is arranged at the other end of the second pedal 8, the upper end face of the supporting base plate 9 is coplanar with the upper end face of the second pedal 8, a lifting hole 9.1 is formed in the supporting base plate 9, the lifting hole 9.1 is a threaded hole, and the supporting base plate 9 and the second pedal 8 can be lifted by utilizing a threaded connection of a screw and the lifting hole 9.1; the positioning slideway 7.1 is U-shaped and is clamped at one side of the first pedal 7 close to the through sliding hole.

Be provided with first slider 10.1, second slider 10.2 and draw runner 10.3 on the steel cat ladder 10, the outer terminal surface in steel cat ladder 10 left side is provided with draw runner 10.3, and steel cat ladder 10 is connected with the slide through draw runner 10.3, and steel cat ladder 10 left side top and bottom all are provided with first slider 10.1, and right side top and bottom all are provided with second slider 10.2. The steel ladder 10 may also be a telescopic ladder, the length of which may be adjusted as required.

As shown in fig. 4 and 7, the wall-attached supporting structure 2 includes a main beam 2.1, a telescopic oblique beam 2.2, a vertical supporting plate 2.3, a fixing hole 2.4 and a vertically-arranged fixing groove 2.9; the main beam 2.1 is vertically connected with the vertical supporting plate 2.3, the telescopic oblique beam 2.2 is arranged between the main beam 2.1 and the vertical supporting plate 2.3, wherein the vertical supporting plate 2.3 is provided with a fixing groove 2.9; three fixing holes 2.4 are distributed on the left side and the right side of the fixing groove 2.9; the telescopic oblique beam 2.2 comprises a first supporting beam 2.5, a second supporting beam 2.6, a sliding bolt 2.7 and a butterfly nut 2.8; elongated grooves are formed in the first supporting beam 2.5 and the second supporting beam 2.6, the sliding bolt 2.7 is a countersunk bolt, the diameter of the sliding bolt 2.7 is smaller than the width of the elongated grooves in the first supporting beam 2.5 and the second supporting beam 2.6, the head of the sliding bolt 2.7 is located in the elongated groove, the elongated groove limits the sliding bolt 2.7 to rotate, and the butterfly nut 2.8 locks the sliding bolt 2.7 to fix the first supporting beam 2.5 and the second supporting beam 2.6. The first supporting beam 2.5 is connected with the main transverse beam 2.1. The length of the telescopic oblique beam 2.2 can be adjusted according to needs, the length of the telescopic oblique beam 2.2 is adjusted by using the first supporting beam 2.5 and the second supporting beam 2.6 in cooperation with the sliding bolt 2.7 and the butterfly nut 2.8, the first supporting beam 2.5 is connected with the main cross beam 2.1, and the length of the main cross beam 2.1 can be selected according to the width of the first pedal 7; it can be seen that the wall-attached support structure 2 can be assembled only by replacing the main beam 2.1.

As shown in fig. 9 and 10, the bolt fixing mechanism 6 includes a fixing clamping plate 6.1, a bearing 6.2, a limiting rotating rod 6.3, a rotating rod fixing hook 6.4 and an arc-shaped clamping groove 6.5; the fixed clamping plate 6.1 is circular, a bearing 6.2 and an arc-shaped clamping groove 6.5 are arranged on the fixed clamping plate, the bearing 6.2 and the fixed clamping plate 6.1 are coaxial, three arc-shaped clamping grooves 6.5 are uniformly distributed on the fixed clamping plate 6.1, one end of a limiting rotating rod 6.3 is hinged with the bearing 6.2, the other end of the limiting rotating rod is fixedly connected with a rotating rod fixing hook 6.4, and the rotating rod fixing hook 6.4 is clamped on the limiting anchor rib 15; the limit screw 6.3 is a hydraulic rod, so that the screw fixing hook 6.4 arranged at the end part of the limit screw is clamped on the limit anchor bar 15 more tightly.

The wall-through bolt 5 sequentially penetrates through the fixing hole 2.4 on the vertical supporting plate 2.3, the wall-through fixing sleeve 3 and the arc-shaped clamping groove 6.5 on the fixing clamping plate 6.1 to fix the wall-attached supporting structure 2 on the prefabricated plate wall 1.

Top shelters from structure 12 and shelters from pad 12.2 and shelter from bracing piece 12.3 including putting thing groove 12.1, aerifing, puts thing groove 12.1 and is connected with protection railing 4, aerifing and shelters from pad 12.2 and sets up in putting thing groove 12.1, and its both ends are provided with and shelter from bracing piece 12.3. The inflatable shielding cushion 12.2 is provided with an inflating device, so that the inflatable shielding cushion 12.2 can be conveniently inflated by an external tool according to needs; the shielding support rod 12.3 comprises a sleeve and a threaded rod, the sleeve and the inflatable shielding cushion 12.2 are fixedly connected at the end, coaxial long holes are formed in the fixed ear plates 4.1 and the first pedal 7, the bottom of the threaded rod penetrates through the fixed ear plates 4.1 and is fixed on the first pedal 7, the length of the threaded rod can be adjusted as required, and the protective barrier 4 and the inflatable shielding cushion 12.2 are better fixed. Aerify and shelter from pad 12.2 and be the rubber material, rubber thickness is no less than 3.5mm, and its surface is equipped with a plurality of archs, and protruding height is no less than 2mm, and its intensity is enough to avoid heavy objects such as bold stone to directly pierce through aerify and shelter from pad 12.2. Aerify and shelter from pad 12.2 and can take in at any time and put thing groove 12.1 or shift out and put thing groove 12.1 and use, aerify and shelter from pad 12.2 and aerify fixed back when opening, can be used to keep off the rain or tentatively shelter from the object that falls from high altitude, and then can avoid the potential safety hazard because of the object that falls from high altitude brings.

It can be seen that the utility model discloses a wall bushing 3, wall bolt 5 and bolt fastening mechanism 6 are fixed operation platform on prefabricated siding wall 1. The fixing structure does not damage the structure of the prefabricated panel wall 1, saves the investment of manpower and material resources to a certain extent, saves the construction cost, reduces the construction waste, and is beneficial to environmental protection and the like. The utility model discloses a need not punch a hole in the installation and destroy the wall body, make things convenient for the field assembly, and then be convenient for the utility model discloses a turnover is used, improves the utilization ratio of resource, has practiced thrift manpower and material resources.

In addition, as shown in fig. 11, the utility model also provides a construction method for the operation platform structure of the construction of the outer wall of the super high-rise building, which comprises the following steps.

The method comprises the following steps: the wall-through fixing sleeve 3 is pre-embedded in the prefabricated panel wall 1 produced in a factory according to the position of the fixing hole 2.4 on the vertical supporting plate 2.3.

Step two: and (3) installing the prefabricated panel wall 1 and the floor slab 14, and anchoring a limiting anchor bar 15 on the floor slab 14.

Step three: assembling an operation platform; a top shielding structure 12 is arranged at the top of the protective railing 4, so that the inflatable shielding cushion 12.2 is rolled into a cylinder structure and is placed in the object placing groove 12.1, a shielding support rod 12.3 arranged at the end part of the inflatable shielding cushion 12.2 penetrates through the object placing groove 12.1, the protective railing 4 is hinged with a support pedal structure, and the shielding support rod 12.3 penetrates through the fixed ear plate 4.1 and the first pedal 7 to fix the protective railing and the first pedal 7 together; the rear side of the supporting pedal structure is in contact with the prefabricated panel wall 1, a pair of wall-attached supporting structures 2 are arranged on two sides of the bottom of the supporting pedal structure, and a storage basket 11 is arranged on a steel ladder stand 10; the first slide block 10.1 and the second slide block 10.2 of the steel ladder stand 10 are clamped in the limiting slide way.

Step four: installing a first layer of operating platform; the wall bolt 5 passes through the fixing hole 2.4 on the vertical support plate 2.3, the wall fixing sleeve 3 and the arc-shaped clamping groove 6.5 on the fixing clamping plate 6.1 in sequence, and the limiting rotary rod 6.3 is screwed to the wall bolt 5 to be clamped in the arc-shaped clamping groove 6.5, so that the wall supporting structure 2 is fixed on the prefabricated panel wall 1.

Step five: fixing an operation platform; the rotating rod fixing hook 6.4 arranged at the end part of the limiting rotating rod 6.3 is clamped on the limiting anchor bar 15.

Step six: a constructor climbs onto the first pedal 7 through the steel ladder stand 10 and covers the second pedal 8; two sheltering support rods 12.3 are lifted simultaneously and moved out of the object placing groove 12.1, the inflatable sheltering cushion 12.2 is taken out of the object placing groove 12.1 and filled with air, and then the two sheltering support rods 12.3 penetrate through the fixed ear plates 4.1 and the first pedal 7.

Step seven: after the first layer of construction is finished, installing a second layer of operation platform; after the first layer of construction is finished, the inflatable shielding cushion 12.2 is folded, the steel ladder stand 10 slides to the upper portions of the first pedal 7 and the second pedal 8 from the lower portion of the first pedal 7, the second layer of operation platform is hoisted outside the second layer of prefabricated panel wall 1 through the hoisting tool, after the second layer of operation platform is hoisted to a preset position, outdoor constructors repeat the step four through the ladder stand, and indoor constructors repeat the step five.

Step eight: and the second-layer operating platform repeats the step six.

Step nine: removing the first layer of operating platform; fixing an operating platform arranged on the outer side of the prefabricated panel wall 1 by using a lifting appliance, and rotating a limiting rotary rod 6.3 to separate a fixed clamping plate 6.1 from a wall-penetrating screw rod; and hoisting the operating platform outside the prefabricated panel wall 1 to separate the operating platform from the prefabricated panel wall 1.

Step ten: the first floor 14 and the second floor 14 are fixed by a top-supported tripod 13.

Step eleven: and repeating the fourth step to the ninth step.

Therefore, compared with the prior art, the operation platform has the advantages that the fixing structure of the existing operation platform is changed, the disassembly and assembly time of the operation platform is shortened, the effective reduction man-hour is achieved, and the construction cost is greatly reduced.

The utility model discloses construction flow has been simplified in the equipment of on-the-spot instrument formula, reduces workman's field operation time, and the time limit for a project reduces the labour cost that can reduce constructor, managers and mechanical equipment's working costs etc. and economic benefits and social are obvious. The utility model discloses reduce constructor's operation flow, impeld the process of green building, green construction.

The above description is only for the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any changes or substitutions that can be considered by those skilled in the art within the technical scope of the present invention should be covered by the protection scope of the present invention.

Claims (8)

1. The utility model provides an operation platform structure for super high-rise building outer wall construction which characterized in that: the wall-penetrating type wall-penetrating device comprises a prefabricated plate wall (1), a wall-penetrating fixing sleeve (3), an operation platform, a wall-penetrating bolt (5), a bolt fixing mechanism (6), a floor slab (14) and a limiting anchor bar (15);

the prefabricated panel wall is characterized in that a wall-through fixing sleeve (3) is arranged inside the prefabricated panel wall (1), a floor slab (14) is vertically connected with the prefabricated panel wall (1), an inverted U-shaped limiting anchor bar (15) is anchored on the floor slab (14), and an operating platform is fixed on the prefabricated panel wall (1) through a wall-through bolt (5), the wall-through fixing sleeve (3) and a bolt fixing mechanism (6);

the operating platform comprises a wall-attached supporting structure (2), a protective railing (4), a supporting pedal structure, a vertically arranged steel ladder stand (10) and a top shielding structure (12); a protective railing (4) is hinged to the front side of the supporting pedal structure, a top shielding structure (12) is arranged at the top of the protective railing (4), the rear side of the supporting pedal structure is in contact with the prefabricated panel wall (1), a pair of wall-attached supporting structures (2) are connected to the bottom of the supporting pedal structure, and a steel ladder (10) is in sliding connection with the supporting pedal structure;

the wall-attached supporting structure (2) comprises a main cross beam (2.1), a telescopic oblique beam (2.2), a vertical supporting plate (2.3), a fixing hole (2.4) and a vertically arranged fixing groove (2.9); the main beam (2.1) is vertically connected with the vertical supporting plate (2.3), the telescopic oblique beam (2.2) is arranged between the main beam (2.1) and the vertical supporting plate (2.3), wherein the vertical supporting plate (2.3) is provided with a fixing groove (2.9); three fixing holes (2.4) are distributed on the left side and the right side of the fixing groove (2.9);

the bolt fixing mechanism (6) comprises a fixing clamping plate (6.1), a bearing (6.2), a limiting rotary rod (6.3), a rotary rod fixing hook (6.4) and an arc-shaped clamping groove (6.5); the fixed clamping plate (6.1) is circular, a bearing (6.2) and three arc-shaped clamping grooves (6.5) are arranged on the fixed clamping plate, the bearing (6.2) and the fixed clamping plate (6.1) are coaxial, the three arc-shaped clamping grooves (6.5) are uniformly distributed on the fixed clamping plate (6.1), one end of a limiting rotary rod (6.3) is hinged with the bearing (6.2), the other end of the limiting rotary rod is fixedly connected with a rotary rod fixing hook (6.4), and the rotary rod fixing hook (6.4) is clamped on a limiting anchor rib (15);

the wall-through bolt (5) sequentially penetrates through a fixing hole (2.4) in the vertical supporting plate (2.3), the wall-through fixing sleeve (3) and an arc-shaped clamping groove (6.5) in the fixing clamping plate (6.1) to fix the wall-attached supporting structure (2) on the prefabricated plate wall (1);

top shelters from structure (12) including putting thing groove (12.1), aerifing and shelter from pad (12.2) and shelter from bracing piece (12.3), puts thing groove (12.1) and is connected with protection railing (4), aerifys and shelters from pad (12.2) setting and putting thing groove (12.1), and its both ends are provided with and shelter from bracing piece (12.3), aerifys and shelter from pad (12.2) surface and be equipped with a plurality of archs, and 2mm is not less than to protruding height.

2. The operation platform structure for the construction of the outer wall of the super high-rise building as claimed in claim 1, further comprising a basket (11), wherein the basket (11) is detachably connected with the steel ladder (10).

3. An operation platform structure for the construction of the external wall of the super high-rise building, according to claim 2, characterized in that the telescopic oblique beam (2.2) comprises a first supporting beam (2.5), a second supporting beam (2.6), a sliding bolt (2.7) and a butterfly nut (2.8); elongated grooves are formed in the first supporting beam (2.5) and the second supporting beam (2.6), the diameter of the sliding bolt (2.7) is smaller than the width of the elongated grooves in the first supporting beam (2.5) and the second supporting beam (2.6), the head of the sliding bolt (2.7) is located in the elongated groove, the elongated groove limits the sliding bolt (2.7) to rotate, and the butterfly nut (2.8) locks the sliding bolt (2.7) to fix the first supporting beam (2.5) and the second supporting beam (2.6).

4. The operation platform structure for the construction of the outer wall of the super high-rise building according to claim 3, further comprising fixing ear plates (4.1) and a steel plate net (4.2), wherein the guard rail (4) is formed by vertically connecting at least two transverse rods and vertical rods, the steel plate net (4.2) is connected to the guard rail (4), the fixing ear plates (4.1) are arranged on both sides of the bottom of one side of the guard rail (4) close to the prefabricated panel wall (1), and the fixing ear plates (4.1) are fixed on the first pedal (7) through shielding support rods (12.3).

5. The operation platform structure for the construction of the outer wall of the super high-rise building according to claim 4, wherein the supporting pedal structure comprises a first pedal (7), a positioning slide way (7.1), a second pedal (8), a supporting base plate (9) and a lifting hole (9.1); a through sliding hole is formed in the first pedal (7), the second pedal (8) is arranged above the through sliding hole, one end of the second pedal (8) is hinged to the first pedal (7), a supporting base plate (9) is arranged at the other end of the second pedal, the upper end face of the supporting base plate (9) is coplanar with the upper end face of the second pedal (8), a lifting hole (9.1) is formed in the supporting base plate (9), and the lifting hole (9.1) is a threaded hole; the positioning slideway (7.1) is U-shaped and is clamped at one side of the first pedal (7) close to the through sliding hole.

6. The operation platform structure for the construction of the outer wall of the super high-rise building, according to claim 5, is characterized in that the steel ladder (10) is provided with a first sliding block (10.1), a second sliding block (10.2) and a sliding strip (10.3), the sliding strip (10.3) is arranged on the outer end face of the left side of the steel ladder (10), the steel ladder (10) is connected with the slide way through the sliding strip (10.3), the first sliding block (10.1) is arranged on the top and the bottom of the left side of the steel ladder (10), and the second sliding block (10.2) is arranged on the top and the bottom of the right side of the steel ladder (10).

7. The structure of an operation platform for the construction of the external wall of a super high-rise building, according to claim 1, is characterized in that the limit swing lever (6.3) is a hydraulic lever.

8. An operation platform structure for the construction of the external wall of super high-rise building according to claim 1, characterized in that the inflatable shelter mat (12.2) is provided with an inflating device.

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