Combination device for supplementing vacancy of super high-rise building structure

Abstract

The utility model provides a combined device for filling a super high-rise building structure, which comprises a plurality of pre-embedded parts pre-embedded in a core tube structure of a super high-rise building, at least one protection and construction integrated platform and a vertical transportation transmission device matched with the protection and construction integrated platform for use, the protection and construction integrated platform is fixed on the structure based on the embedded parts, the vertical transportation transmission device is fixed on the structure based on the embedded parts, and the combined device based on the utility model can solve the safety protection problem when the super high-rise structure is vacant, realizes segmented construction, effectively improves the vacant filling efficiency of the structure, solves the problem of layer-by-layer transportation of materials in a narrow space, and improves the construction efficiency. And moreover, the device has customization characteristics, can be quickly mounted, dismounted and turned over, can be repeatedly used in the same project and different projects in the same field, effectively reduces the construction cost, and has good economic benefits and social benefits.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a combined device for filling gaps in super high-rise building structures. Background Art

[0002] With the rapid development of the domestic economy, more and more super high-rise buildings are springing up. In order to break through the shackles of height, super high-rise buildings often adopt a core tube structure system. During the construction process, in order to meet the construction schedule requirements and combine the construction characteristics of the core tube shear wall, the core tube shear wall is often given priority over the horizontal floor structure construction. The construction of super high-rise buildings requires the use of large-scale construction machinery and vertical transportation tools such as tower cranes and construction elevators. Tower cranes and construction elevators are often arranged in the core tube according to their own force characteristics and the layout of super high-rise structures, resulting in the need to leave construction holes for the horizontal floor slabs layer by layer. After the construction elevators and tower cranes are removed, the floor slabs in this area will be filled.

[0003] In practice, due to factors such as material transportation and process overlap, a lot of costs are often invested when filling floor gaps, and the speed and effect of filling floor gaps are not obvious, which can easily affect other professional construction such as elevators and mechanical and electrical construction, and thus affect the overall construction period. Or because there is not enough time left for structural filling, the selection and use of tower cranes and elevators are limited, which is not conducive to the overall construction deployment.

[0004] In view of the deficiencies in the prior art of filling gaps in floor slabs, those skilled in the art have been looking for solutions. Utility Model Content

[0005] The utility model aims to provide a combined device for filling gaps in super high-rise building structures, so as to solve the problems of slow filling speed, difficult material transportation, low safety guarantee and complex construction in the prior art.

[0006] In order to solve the above technical problems, the utility model provides a combined device for filling a gap in a super high-rise building structure, the combined device for filling a gap in a super high-rise building structure comprises: a plurality of embedded parts embedded in the structure of the core tube of the super high-rise building, at least one integrated protection construction platform, and a vertical transportation transmission device used in conjunction with the integrated protection construction platform, the integrated protection construction platform is fixed to the structure based on the embedded parts, and the vertical transportation transmission device is fixed to the structure based on the embedded parts;

[0007] The vertical transport transmission device transports the floor filling materials placed on the integrated protection construction platform to the filling floors in the adjacent areas, and supports the construction personnel on the integrated protection construction platform to carry out floor filling construction.

[0008] Optionally, in the combined device for filling gaps in super-high-rise building structures, the integrated protective construction platform includes: a plurality of first bottom beams, a plurality of second bottom beams, a platform plate, a guardrail, a plurality of anchor bases, and a plurality of first connecting components, all the first bottom beams and all the second bottom beams are arranged vertically and horizontally at a predetermined interval, and each second bottom beam is fixed to the first bottom beam below it; the platform plate fully covers and is fixed to all the second bottom beams; the guardrail is vertically arranged on the side edge of the platform plate facing the air, and is fixed to the second bottom beam based on the anchor base that passes through the platform plate; one end of each first connecting component is fixedly connected to the embedded part, and the other end is detachably connected to a first bottom beam.

[0009] Optionally, in the combined device for filling gaps in super-high-rise building structures, the integrated protective construction platform also includes: a footboard and two flaps, the footboard is arranged at the bottom of the guardrail, and the two ends of the footboard are respectively rotatably connected to the two flaps.

[0010] Optionally, in the combined device for filling gaps in super-high-rise building structures, the integrated protection construction platform also includes: a plurality of lifting ears, which are dispersedly fixed on the first bottom beam.

[0011] Optionally, in the combined device for filling gaps in super-high-rise building structures, the guardrail includes: a plurality of horizontal beams and a plurality of vertical beams fixed perpendicularly to the horizontal beams; wherein each vertical beam is provided with at least two first slots.

[0012] Optionally, in the combined device for filling gaps in super-high-rise building structures, each anchoring base includes: a main body and a plurality of bolts, the main body being provided with at least two second slot holes; one end of the main body is vertically fixed to the second bottom beam; when a vertical beam is inserted into the main body of an anchoring base, the bolt passes through the first slot hole and the slot hole corresponding to the second slot hole, so that the guardrail is indirectly fixed to the second bottom beam based on the anchoring base.

[0013] Optionally, in the combined device for filling gaps in super-high-rise building structures, each first connecting component includes: an end filling block, a steel member and two limit plates, one end of the steel member is fixedly connected to the embedded part, and the two limit plates are parallel to each other and vertically fixed on the steel member; a first bottom beam is overlapped on the steel member between the two limit plates to limit the left and right displacement of the first bottom beam; the end filling block is arranged in the gap between the first bottom beam and the embedded part to limit the front and rear displacement of the first bottom beam.

[0014] Optionally, in the combined device for filling gaps in super-high-rise building structures, the vertical transportation transmission device includes: a plurality of supporting beams, two resting beams, two sliding rails, a remote-controlled winch device, four safety limit blocks, two limit baffles and a plurality of second connecting components, the two ends of each supporting beam are respectively fixedly connected to the embedded parts exposed to the adjacent side outside the structure; one end of each resting beam is vertically fixed to the supporting beam, and the other end is fixed to the structure based on the second connecting component; one end of each second connecting component is fixedly connected to the embedded part, and the other end is detachably connected to a resting beam; two sliding rails are welded and fixed to the resting beams, and the remote-controlled winch device is arranged on the two sliding rails and can be moved along the two sliding rails; four safety limit blocks are arranged on the sliding rails located at the front and rear ends of the remote-controlled winch device; two limit baffles are arranged on the air-facing side edges of the two sliding rails.

[0015] Optionally, in the combined device for filling gaps in super-high-rise building structures, each second connecting component includes: an end filling block, a steel member and two limit plates, one end of the steel member is fixedly connected to the embedded part, and the two limit plates are parallel to each other and vertically fixed on the steel member; a rest beam is overlapped on the steel member between the two limit plates to limit the left and right displacement of the rest beam; the end filling block is arranged in the gap between the rest beam and the embedded part to limit the front and rear displacement of the rest beam.

[0016] Optionally, in the combined device for filling gaps in super high-rise building structures, the number of the integrated protection and construction platforms is one, the vertical transportation transmission device is arranged above the integrated protection and construction platform, and the integrated protection and construction platform is arranged in the middle of the core tube of the super high-rise building, supporting simultaneous construction at both ends of the filling gap in the super high-rise building structure.

[0017] In the combined device for filling gaps in super high-rise building structures provided by the utility model, the combined device includes: a plurality of embedded parts embedded in the structure of the core tube of the super high-rise building, at least one integrated protection construction platform, and a vertical transportation transmission device used in conjunction with the integrated protection construction platform, the integrated protection construction platform is fixed on the structure based on the embedded parts, and the vertical transportation transmission device is fixed on the structure based on the embedded parts; the vertical transportation transmission device transports the floor gap filling materials placed on the integrated protection construction platform to the gap filling floors in the adjacent area, and supports the construction personnel on the integrated protection construction platform to carry out floor gap filling construction. It can solve the safety protection problem when filling gaps in super high-rise structures, realize segmented construction to effectively improve the efficiency of structural gap filling, solve the problem of transporting materials layer by layer in narrow spaces, and it has its own customized characteristics, can realize rapid installation, disassembly and turnover, can be repeatedly used in the same project and different projects in the same field, effectively reduce construction costs, and has good economic and social benefits. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] The above and other objects, features and advantages of the present disclosure will become more apparent through a more detailed description of exemplary embodiments of the present disclosure in conjunction with the accompanying drawings, wherein like reference numerals generally represent like components throughout the exemplary embodiments of the present disclosure.

[0019] Figure 1 It is a plan view of a combined device for filling a gap in a super high-rise building structure in one embodiment of the utility model during application and construction;

[0020] Figure 2 yes Figure 1 An angled cross-sectional schematic diagram of;

[0021] Figure 3 yes Figure 1 A cross-sectional schematic diagram from another angle;

[0022] Figure 4 for Figure 3 A magnified schematic diagram of part A;

[0023] Figure 5 This is a schematic diagram before the guardrail is connected to the anchor base;

[0024] Figure 6 It is a schematic diagram of the guardrail after being connected to the anchor base.

[0025] In the figure:

[0026] 3-structure; 112, 203-embedded parts;

[0027] 1-protection construction integrated platform; 101-first bottom beam; 102-second bottom beam; 103-platform board; 104-flap; hinge bolt 105; 303-footboard; 33-guardrail; 301-crossbeam; 302-vertical beam; 306-first slot; 304-anchor base; 305-bolt; 307-second slot; 401-lifting ear; 11-first connecting assembly; 114-end filling block; 111-steel member; 113-limiting plate;

[0028] 2-vertical transport transmission device; 201-supporting beam; 202-laying beam; 206-slide rail; 22-remote control winch device; 205-safety limit block; 204-limit baffle; 12-second connecting component. DETAILED DESCRIPTION

[0029] The following is a further detailed description of the combined device for filling gaps in super high-rise building structures proposed by the utility model in combination with the accompanying drawings and specific embodiments. The advantages and features of the utility model will become clearer according to the following description and claims. It should be noted that the drawings are all in a very simplified form and are not in precise proportions, and are only used to conveniently and clearly assist in explaining the purpose of the embodiments of the utility model.

[0030] Now the utility model is further described in detail with reference to the accompanying drawings. These drawings are simplified schematic diagrams, which only illustrate the basic structure of the utility model in a schematic manner, and therefore only show the components related to the utility model.

[0031] In the description of the utility model, it is necessary to understand that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", "clockwise", "counterclockwise" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the utility model.

[0032] In addition, the terms "first" and "second" are used for descriptive purposes only and should not be understood as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Therefore, a feature defined as "first" or "second" may explicitly or implicitly include one or more of the features. In the description of the utility model, the meaning of "plurality" is two or more, unless otherwise clearly and specifically defined.

[0033] In the utility model, unless otherwise clearly specified and limited, the terms "install", "connect", "connect", "fix" and the like should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be an indirect connection through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the utility model can be understood according to the specific circumstances.

[0034] Please refer to Figure 1 The combined device for filling gaps in super high-rise building structures includes: a plurality of embedded parts 112, 203 embedded in the structure 3 of the core tube of the super high-rise building, at least one integrated protection construction platform 1, and a vertical transportation transmission device 2 used in conjunction with the integrated protection construction platform 1. The integrated protection construction platform 1 is fixed to the structure 3 based on the embedded parts 112, and the vertical transportation transmission device 2 is fixed to the structure 3 based on the embedded parts 203; the vertical transportation transmission device 2 transports the floor gap filling materials placed on the integrated protection construction platform 1 to the gap filling floors in the adjacent area, supporting the construction personnel on the integrated protection construction platform 1 to perform floor gap filling construction. The embedded parts 112 and the embedded parts 203 have the same structure, and only the embedded positions are different.

[0035] Please refer to Figure 2 and Figure 3 The integrated protective construction platform 1 includes: a plurality of first bottom beams 101, a plurality of second bottom beams 102, a platform plate 103, a guardrail 33, a plurality of anchor bases 304, and a plurality of first connecting components 11, all the first bottom beams 101 and all the second bottom beams 102 are arranged vertically and horizontally according to a predetermined spacing, and each second bottom beam 102 is fixed to the first bottom beam 101 below it; the platform plate 103 fully covers and is fixed to all the second bottom beams 102; the guardrail 33 is vertically arranged on the side edge of the platform plate 103 facing the air, and is fixed to the second bottom beam 102 based on the anchor base 304 that penetrates the platform plate 103; one end of each first connecting component 11 is fixedly connected to the embedded part 112, and the other end is detachably connected to a first bottom beam 101.

[0036] Specifically, the first bottom beam 101 and the second bottom beam 102 are arranged vertically and horizontally to form a mesh structure. The model and the predetermined interval of the first bottom beam 101 and the second bottom beam 102 are selected according to the size of the gap filling structure of the super high-rise building and the size of the construction (protection) load. In this embodiment, the functions of the integrated protection construction platform 1 are as follows: 1) Place floor gap filling materials; 2) Serves as a basis for erecting construction scaffolds to facilitate construction workers to fill floor gaps; 3) Serves as a protection platform for lowering machinery such as tower cranes and construction elevators.

[0037] Preferably, in order to improve the safety protection performance of the integrated protection construction platform 1 at the gaps / clearances, the integrated protection construction platform 1 further includes: a footboard 303 and two flaps 104, wherein the footboard 303 is arranged at the bottom of the guardrail 33, and the two ends of the footboard 303 are rotatably connected to the two flaps 104. Here, the footboard 303 is used to protect the gap between the bottom of the guardrail 33 and the second bottom beam 102; the flap 104 is used to protect / cover the gaps reserved by the first bottom beam 101 and the second bottom beam 102 on the side of the structure 3.

[0038] During actual construction, a gap of about 100 mm in width will be reserved on the side of the first bottom beam 101 and the second bottom beam 102 facing the structure 3, and a bolt 105 is fixed on the platform plate 103 at a certain distance from the adjacent edge on the side of the first bottom beam 101 and the second bottom beam 102 facing the structure 3. The bolt 105 is connected to the flap 104, and the two ends of the footboard 303 are rotatably connected to the two flaps 104 based on the bolt 105, so that the flap 104 can rotate freely and cover the 100 mm gap around the structure 3 at a certain angle to prevent the risk of falling objects from the gap on the air side of the protective construction integrated platform 1, thereby achieving the purpose of safety protection.

[0039] For further information, please refer to Figure 2 and Figure 3 The integrated protection construction platform 1 further includes: a plurality of lifting ears 401, which are dispersedly fixed on the first bottom beam 101. In this embodiment, a total of four lifting ears 401 are fixed on the first bottom beam 101, and the integrated protection construction platform is hoisted and constructed as a whole through the lifting ears 401.

[0040] like Figure 3 , Figure 5 and Figure 6As shown, the guardrail 33 includes: a plurality of horizontal beams 301 and a plurality of vertical beams 302 vertically fixed to the horizontal beams 301; wherein, each vertical beam 302 is provided with at least two first slots 306; each anchoring base 304 includes: a main body and a plurality of bolts 305, wherein the main body is provided with at least two second slots 307; one end of the main body is vertically fixed to the second bottom beam 102; when a vertical beam 302 is inserted into the main body of an anchoring base 304, based on the bolt 305 passing through the first slot 306 and the slot corresponding to the second slot 307, the guardrail 33 is indirectly fixed to the second bottom beam 102 based on the anchoring base 304.

[0041] For details, please refer to Figure 1 , Figure 5 and Figure 6 , holes (not shown in the figure) are opened at a certain interval on the air-facing side of the platform plate 103 corresponding to the position of the second bottom beam 102 to expose the second bottom beam 102, and an anchor base 304 is fixed on the exposed second bottom beam 102, and second slots 307 are arranged at a certain interval on the anchor base 304. The anchor base 304 is a hollow component, and its hollow size is slightly larger than the outer diameter of the vertical beam 302, so that the vertical beam 302 can be just inserted. A first slot 306 and a second slot 307 are provided at the bottom of the vertical beam 302 with the same spacing, so that the first slot 306 and the second slot 307 are just corresponding to each other after the vertical beam 302 is inserted into the anchor base 304, and then the bolt 305 is inserted into the first slot 306 and the second slot 307 to achieve that the guardrail 33 and the second bottom beam 102 are firmly fixed and can be easily disassembled and assembled.

[0042] Please refer to Figure 2 and Figure 4 Each first connection component 11 includes: an end filling block 114, a steel member 111 and two limit plates 113, one end of the steel member 111 is fixedly connected to the embedded part 112, and the two limit plates 113 are parallel to each other and vertically fixed on the steel member 111; a first bottom beam 101 is overlapped on the steel member 111 between the two limit plates 113 to limit the left and right displacement of the first bottom beam 101; the end filling block 114 is arranged in the gap between the first bottom beam 101 and the embedded part 112 to limit the front and rear displacement of the first bottom beam 101, so that the integrated protection construction platform can be easily disassembled and assembled and stably and reliably fixedly connected to the structure 3, ensuring the safety of high-altitude structure filling and improving the efficiency of structure filling.

[0043] Please refer to Figures 1 to 3The vertical transport transmission device 2 includes: a plurality of supporting beams 201, two shelving beams 202, two slide rails 206, a remote-controlled winch device 22, four safety limit blocks 205, two limit baffles 204 and a plurality of second connecting components 12, the two ends of each supporting beam 201 are respectively fixedly connected to the embedded parts 203 exposed to the adjacent side of the structure 3; one end of each shelving beam 202 is vertically fixed to the supporting beam 201, and the other end is fixed to the structure 3 based on the second connecting component 12; each second connecting component 12 is fixedly connected to the supporting beam 201; One end of the two connecting components 12 is fixedly connected to the embedded parts 112, 203, and the other end is detachably connected to a shelf beam 202; two slide rails 206 are welded and fixed to the shelf beam 202, and the remote control winch device 22 is arranged on the two slide rails 206 and can be moved along the two slide rails 206; four safety limit blocks 205 are arranged on the slide rails 206 at the front and rear ends of the remote control winch device 22; two limit baffles 204 are arranged on the air-facing side edges of the two slide rails 206.

[0044] The remote-controlled hoist device 22 is operated on the slide rail 206 through its own gears and motors, and the limit baffle 204 cooperates with the safety limit block 205 to control the remote-controlled hoist device 22 to operate within a certain range on the slide rail 206, so as to limit the movable area of ​​the remote-controlled hoist device 22 and improve safety. Since the remote-controlled hoist device 22 is an existing device, it will not be described in detail here.

[0045] Each second connection assembly 12 includes: an end filling block, a steel member and two limit plates, one end of the steel member is fixedly connected to the embedded parts 112, 203, and the two limit plates are parallel to each other and vertically fixed on the steel member; a shelf beam 202 is overlapped on the steel member between the two limit plates to limit the left and right displacement of the shelf beam 202; the end filling block is set in the gap between the shelf beam 202 and the embedded parts 112, 203 to limit the front and rear displacement of the shelf beam 202. Here, the second connection assembly 12 has the same structure as the first connection assembly 11, which can be referred to Figure 4 Understanding their structures, the difference between the two is that the only difference is the setting position. The second connecting component 12 is used to limit the position of the shelf beam 202, while the first connecting component 11 is used to limit the position of the first bottom beam 101.

[0046] The selection criteria for the first connecting component 11, the second connecting component 12 and the embedded parts 112, 203 are as follows: considering the force transmission characteristics of the device, when the remote-controlled hoist device 22 in the vertical transport transmission device 2 runs on the slide rail through its own gears and motors, it will generate a relative force on the shelving beam 202. Similarly, one end of this force will be transmitted to the first connecting component 11, specifically to the end plugging block 114 of the first connecting component 11, and then to the structure 3. The end plugging block 114 can withstand this force. ; The other end will be transmitted to the supporting beam 201 and the embedded parts 203 and then to the structure 3. For the supporting beam 201, this force is a lateral force. If the embedded parts are replaced with embedded parts and the first connecting component 11 / the second connecting component 12, this force will be transmitted to the limit plate 113, and the limit plate 113 only has a limiting function. The limit plate 113 and the shelf beam 202 (or the first bottom beam 101) do not need to be connected, and a small gap can exist (in order to better realize customization and achieve the purpose of easy disassembly and assembly). There is no such requirement for other positions. The first connecting component 11 / the second connecting component 12 is also used to achieve customization and achieve the purpose of easy disassembly and assembly.

[0047] When the combined device for filling gaps in super high-rise building structures of the utility model is deployed in actual construction, when the number of the integrated protection construction platform 1 is one, the vertical transportation transmission device 2 is arranged above the integrated protection construction platform 1, and the integrated protection construction platform 1 is arranged in the middle of the core tube of the super high-rise building (i.e., the middle of the facade range involved in the gap filling structure), supporting the simultaneous construction of both ends of the gap filling in the super high-rise building structure. The number of the integrated protection construction platform 1 and the vertical transportation transmission device 2 is not limited to one, and can be adjusted according to the structural characteristics, construction plan, speed, working conditions, etc. If the gap filling structure involves 1-60 floors, when it is constructed in two sections at the same time, it can be set at the 30th floor, and when it is constructed in three sections at the same time, it can be set at the 20th and 40th floors respectively, etc.

[0048] Accordingly, in order to better understand the combined device for filling gaps in super high-rise building structures of the present invention, the construction steps will be briefly described below, as follows:

[0049] Firstly, the construction sequence is: first assemble the combined device for filling the gap in the super high-rise building structure, and then hoist the combined device for filling the gap in the super high-rise building structure from bottom to top.

[0050] Step 1: Pre-embed embedded parts 112 and embedded parts 203 during the construction phase of structure 3.

[0051] Step 2: Assemble to form an integrated protection construction platform; in the stage of structural filling, assemble the first bottom beam 101, the second bottom beam 102, the platform plate 103, the flap 104, the bolt 105, the anchor base 304, and the lifting lug 401. Make it form a whole with the first floor. Assemble the guardrail 33: the horizontal beam 301, the vertical beam 302, and open the first slot 306 and the second slot 307.

[0052] Assemble to form a vertical transport transmission device; weld the shelf beam 202 and the slide rail 206 to form a whole, fix the limit baffle 204, and fix the safety limit block 205.

[0053] Step 3: Use the lifting lug 401 to tilt the whole formed in the second step to a height above the first connecting component 11, and slowly drop it down, control the lower end of the first bottom beam 101 to basically correspond to the position of the steel member 111 and slowly place it on it, slowly drop it down so that the higher end falls on the steel member 111 and falls between the two limit plates 113 on 111, fine-tune the whole formed in the second step so that the gap between the first bottom beam 101 and the second bottom beam 102 facing the structure side is basically 100mm, and embed the end filling block 114.

[0054] Step 4: The vertical beam 302 is inserted into the anchor base 304 and is securely fixed by the bolt 305. The foot plate 303 is arranged, the flap 104 and the twist bolt 105 are connected, and the flap 104 is rotated to cover the gap.

[0055] Step 5: If Figure 3 As shown, an operating scaffold is set up on the platform plate 103, and the supporting beam 201 is hoisted to the height of the embedded part 203 and fixed to 203; Figure 2 As shown, one end of the hoisting beam 202 is placed on the second connecting assembly 12 , and the other end is placed on the supporting beam 201 and fixed, and the remote control winch device 22 is hoisted on the slide rail 206 .

[0056] Step 6: Place the materials needed for structural filling on the platform plate 103 on the side of the guardrail 33, and control the operation range of the controlled hoist device 22 to transport the materials to the designated floor.

[0057] In summary, based on the combined device for filling gaps in super-high-rise building structures provided by the utility model, it is possible to achieve convenient disassembly and assembly and turnover of the device of the utility model, comprehensive and stable platform safety protection, timely and convenient material transportation, and quickly and safely solve the problem of filling gaps in super-high-rise structures. The safety of personnel working in super-high-rise high-altitude cross-operation structure filling operations is enhanced, the cost of construction measures for filling gaps in super-high-rise structures is greatly reduced, and the construction period of super-high-rise structure filling is effectively shortened.

[0058] The integrated protective construction platform of the utility model divides the gap-filling structure into upper and lower sections and constructs it simultaneously, saving gap-filling time; the remote-controlled winch device, supporting beams, shelving beams, and embedded parts can solve the problem of material transportation in the area below the floor, without the need to set up unloading platforms at each floor, thus saving costs.

[0059] Except for the embedded parts that need to be embedded in the structure and the welded parts described in the text, the other parts of the combined device of the utility model can be connected and fixed by means of (including but not limited to) bolts, etc., to achieve customized assembly, disassembly and turnover.

[0060] The above description is only a description of the preferred embodiment of the utility model, and is not any limitation on the scope of the utility model. Any changes and modifications made by ordinary technicians in the field of the utility model based on the above disclosure shall fall within the scope of protection of the claims.

Claims

1. A combined device for filling gaps in super high-rise building structures, characterized in that: include: A plurality of embedded parts (112, 203) embedded in a core tube structure (3) of a super high-rise building, at least one integrated protection construction platform (1), and a vertical transportation transmission device (2) used in conjunction with the integrated protection construction platform (1), wherein the integrated protection construction platform (1) is fixed to the structure (3) based on the embedded parts (112), and the vertical transportation transmission device (2) is fixed to the structure (3) based on the embedded parts (203); The vertical transport transmission device (2) transports the floor gap filling materials placed on the integrated protection construction platform (1) to the gap filling floors in the adjacent area, thereby supporting the construction personnel on the integrated protection construction platform (1) to carry out the floor gap filling construction.

2. The combined device for filling gaps in super high-rise building structures according to claim 1, characterized in that: The protective construction integrated platform (1) comprises: a plurality of first bottom beams (101), a plurality of second bottom beams (102), a platform plate (103), a guardrail (33), a plurality of anchoring bases (304), and a plurality of first connecting components (11); all the first bottom beams (101) and all the second bottom beams (102) are arranged vertically and horizontally at a predetermined interval, and each second bottom beam (102) is fixed to the first bottom beam (101) below it; the platform plate (103) fully covers and is fixed to all the second bottom beams (102); the guardrail (33) is vertically arranged on the air-facing side edge of the platform plate (103), and is fixed to the second bottom beam (102) based on the anchoring base (304) that penetrates the platform plate (103); one end of each first connecting component (11) is fixedly connected to the embedded part (112), and the other end is detachably connected to a first bottom beam (101).

3. The combined device for filling a gap in a super high-rise building structure according to claim 2, characterized in that: The integrated protective construction platform (1) further comprises: a footboard (303) and two flaps (104); the footboard (303) is arranged at the bottom of the guardrail (33); and the two ends of the footboard (303) are rotatably connected to the two flaps (104).

4. The combined device for filling a gap in a super high-rise building structure according to claim 2, characterized in that: The integrated protection construction platform (1) further comprises: a plurality of lifting ears (401) which are dispersedly fixed on the first bottom beam (101).

5. The combined device for filling gaps in super high-rise building structures according to claim 2, characterized in that: The guardrail (33) comprises: a plurality of cross beams (301) and a plurality of vertical beams (302) vertically fixed to the cross beams (301); wherein each vertical beam (302) is provided with at least two first slots (306).

6. The combined device for filling a gap in a super high-rise building structure according to claim 5, characterized in that: Each anchoring base (304) comprises: a main body and a plurality of bolts (305), wherein the main body is provided with at least two second slots (307); one end of the main body is vertically fixed to the second bottom beam (102); when a vertical beam (302) is inserted into the main body of an anchoring base (304), the bolt (305) penetrates the first slot (306) and the slot corresponding to the second slot (307), so that the guardrail (33) is indirectly fixed to the second bottom beam (102) based on the anchoring base (304).

7. The combined device for filling a gap in a super high-rise building structure according to claim 3, characterized in that: Each first connection assembly (11) comprises: an end filling block (114), a steel member (111) and two limiting plates (113); one end of the steel member (111) is fixedly connected to the embedded member (112); the two limiting plates (113) are parallel to each other and vertically fixed on the steel member (111); a first bottom beam (101) is overlapped on the steel member (111) between the two limiting plates (113) to limit the left-right displacement of the first bottom beam (101); and the end filling block (114) is arranged in the gap between the first bottom beam (101) and the embedded member (112) to limit the front-back displacement of the first bottom beam (101).

8. The combined device for filling a gap in a super high-rise building structure according to claim 1, characterized in that: The vertical transport transmission device (2) comprises: a plurality of supporting beams (201), two resting beams (202), two slide rails (206), a remote-controlled winch device (22), four safety limit blocks (205), two limit baffles (204) and a plurality of second connection components (12), wherein the two ends of each supporting beam (201) are respectively fixedly connected to the embedded parts (203) exposed on the adjacent side of the structure (3); one end of each resting beam (202) is vertically fixed to the supporting beam (201), and the other end is fixed to the structure (3) based on the second connection component (12); each One end of the second connection assembly (12) is fixedly connected to the embedded part (112, 203), and the other end is detachably connected to a shelf beam (202); two slide rails (206) are welded and fixed to the shelf beam (202), and the remote control winch device (22) is arranged on the two slide rails (206) and can move along the two slide rails (206); four safety limit blocks (205) are arranged on the slide rails (206) at the front and rear ends of the remote control winch device (22); and two limit baffles (204) are arranged on the air-facing side edges of the two slide rails (206).

9. The combined device for filling a gap in a super high-rise building structure according to claim 8, characterized in that: Each second connection assembly (12) comprises: an end filling block, a steel member and two limiting plates, one end of the steel member is fixedly connected to the embedded member (112, 203), and the two limiting plates are parallel to each other and vertically fixed on the steel member; a rest beam (202) is overlapped on the steel member between the two limiting plates to limit the left-right displacement of the rest beam (202); the end filling block is arranged in the gap between the rest beam (202) and the embedded member (112, 203) to limit the front-back displacement of the rest beam (202).

10. The combined device for filling a gap in a super high-rise building structure according to any one of claims 1 to 9, characterized in that: The number of the integrated protection construction platform (1) is one, the vertical transport transmission device (2) is arranged above the integrated protection construction platform (1), and the integrated protection construction platform (1) is arranged in the middle of the core tube of the super high-rise building to support simultaneous construction at both ends of the super high-rise building structure filling.

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