Construction integration platform system applied to high-rise building

Abstract

The utility model discloses a construction integrated platform system applied to a high-rise building, which belongs to the technical field of high-rise building construction and comprises a climbing frame body, at least one of a gantry steel frame column guide rail combined frame and a gantry steel frame column vertical main frame combined frame is fixedly connected with one or more building construction operation platforms; the first attachment supporting assembly and the second attachment supporting assembly are used for fixedly installing the gantry steel frame column guide rail combined frame and / or the gantry steel frame column vertical main frame combined frame on the side wall of a building; and the interactive power device comprises a first driving assembly used for vertically lifting or descending the gantry steel frame column vertical main frame combined frame, and a second driving assembly used for vertically lifting or descending the gantry steel frame column guide rail combined frame. According to the utility model, automatic vertical lifting with low cost and high reliability can be realized, and a safe and stable operation platform and protection can be provided.

Description

Technical Field

[0001] The utility model relates to the technical field of high-rise building construction, in particular to a construction integrated platform system applied to high-rise buildings. Background Art

[0002] At present, there are more and more high-rise buildings both at home and abroad, and the technologies and products in the field of safety protection for high-altitude operations are also being updated and iterated. However, there are more or less problems such as high cost, high risk in the installation and dismantling process, major defects in the fall protection system for lifting and lowering operations, incomplete functions, low degree of automation and high labor costs.

[0003] Generally speaking, attached lifting scaffolds, high-altitude working hanging baskets, and ordinary steel pipe fastener scaffolds are mostly used in engineering as working platforms for the structure, exterior wall construction, and decoration and renovation of high-rise and multi-story buildings. However, the semi-encircling anti-fall device of the attached lifting scaffold has major defects in the anti-fall system, and major accidents of frame falling often occur, and other construction equipment cannot be integrated; during the construction process, multiple hanging basket construction positions need to be arranged for the high-altitude working hanging basket, and the length of the hanging basket is generally 4-6 meters. All of them need to use a tower crane to transport the hanging basket county hanging mechanism, wire ropes and cables, auxiliary steel pipes and fasteners to the top of the building platform. The degree of automation is low, and the high-altitude working hanging basket will shake, and the operation process is unsafe; ordinary steel pipe fastener scaffolds are high and high, with high material costs and labor costs. Workers are always working at high altitudes, which is extremely dangerous and has a great risk of falling objects from high altitudes; the cost of climbing formwork is high, the function is single, and the labor cost is high. Therefore, there is an urgent need for a construction integrated platform system for high-rise buildings that can provide a safe and reliable construction platform and can achieve automatic lifting. Utility Model Content

[0004] The utility model aims to solve at least one of the technical problems in the related art to a certain extent. To this end, the utility model provides a construction integrated platform system for high-rise buildings, the utility model is provided with a climbing frame and an interactive power device, and a gantry steel frame column guide rail assembly frame and a gantry steel frame column vertical main frame assembly frame capable of interactive lifting, and the construction work platform can be installed on the gantry steel frame column guide rail assembly frame and / or the gantry steel frame column vertical main frame assembly frame, so that low-cost, high-reliability automated vertical lifting can be achieved, and a safe and stable work platform and protection can be provided.

[0005] In addition, the safety performance of the elevator lifting process is improved by installing an emergency locking component between the gantry steel frame column guide rail assembly frame and the gantry steel frame column vertical main frame assembly frame.

[0006] To achieve the above objectives, the present application provides a construction integrated platform system for high-rise buildings, comprising:

[0007] The climbing frame includes a gantry steel frame column guide rail assembly frame and a gantry steel frame column vertical main frame assembly frame, at least one of the gantry steel frame column guide rail assembly frame and the gantry steel frame column vertical main frame assembly frame is fixedly connected to one or more construction work platforms;

[0008] The first attachment support assembly and the second attachment support assembly are respectively connected to the gantry steel frame column guide rail assembly frame and the gantry steel frame column vertical main frame assembly frame, and are used to fix the gantry steel frame column guide rail assembly frame and / or the gantry steel frame column vertical main frame assembly frame to the side wall of the building;

[0009] The interactive power device comprises a first driving assembly fixedly mounted on the gantry steel frame column guide rail assembly frame, which is used for vertically lifting or lowering the gantry steel frame column vertical main frame assembly frame when the gantry steel frame column guide rail assembly frame is fixed to the side wall of the building through the first attachment support assembly, and a second driving assembly fixedly mounted on the gantry steel frame column vertical main frame assembly frame, which is used for vertically lifting or lowering the gantry steel frame column guide rail assembly frame when the gantry steel frame column vertical main frame assembly frame is fixed to the side wall of the building through the second attachment support assembly.

[0010] Preferably, it also includes an emergency locking assembly, which is installed between the gantry steel frame column guide rail assembly frame and the gantry steel frame column vertical main frame assembly frame, and is used to lock the gantry steel frame column vertical main frame assembly frame or the gantry steel frame column guide rail assembly frame when the gantry steel frame column vertical main frame assembly frame or the gantry steel frame column guide rail assembly frame falls freely.

[0011] Preferably, the first attachment support assembly and the second attachment support assembly have the same structure, both comprising a guide portion for limiting the longitudinal direction of the gantry steel frame column guide rail assembly frame or the gantry steel frame column vertical main frame assembly frame, and a support portion for limiting the vertical direction of the gantry steel frame column guide rail assembly frame or the gantry steel frame column vertical main frame assembly frame, and the longitudinal direction limiting of the gantry steel frame column guide rail assembly frame or the gantry steel frame column vertical main frame assembly frame by the guide portion and the vertical direction limiting of the gantry steel frame column guide rail assembly frame or the gantry steel frame column vertical main frame assembly frame by the support portion do not interfere with each other.

[0012] Preferably, the gantry steel frame column vertical main frame assembly frame comprises two mutually parallel main frame cross beams and two mutually parallel main frame vertical beams respectively fixedly connected to one end of the two main frame cross beams;

[0013] The gantry steel frame column guide rail assembly frame includes at least one second guide rail beam located between two mutually parallel main frame beams, a first guide rail beam located above the gantry steel frame column vertical main frame assembly frame, a third guide rail beam located below the gantry steel frame column vertical main frame assembly frame, and two vertical guide rails arranged on both sides of the first guide rail beam and the second guide rail beam, and the two main frame vertical beams are respectively slidably mounted on the outer sides of the two vertical guide rails.

[0014] Preferably, the guide part for limiting the longitudinal direction of the gantry steel frame column guide rail assembly frame or the gantry steel frame column vertical main frame assembly frame includes a group of rollers symmetrically arranged on both sides of the vertical guide rail or the main frame vertical beam along the longitudinal direction.

[0015] Preferably, the support portion for limiting the vertical direction of the gantry steel frame column guide rail assembly frame or the gantry steel frame column vertical main frame assembly frame includes a support rod with adjustable length, and the main frame vertical beam or vertical guide rail is provided with a plurality of mutually parallel limiting cross bars matching the support rod, and the support rod is matched with the limiting cross bar to limit and fix the vertical direction of the gantry steel frame column guide rail assembly frame or the gantry steel frame column vertical main frame assembly frame.

[0016] Preferably, the emergency locking assembly includes a gravity rebound pendulum block installed on the vertical guide rail, and a plurality of mutually parallel anti-fall cross bars installed on the main frame vertical beams, the gravity rebound pendulum block and the anti-fall cross bars cooperate with each other to lock the gantry steel frame column vertical main frame assembly frame or the gantry steel frame column guide rail assembly frame when the gantry steel frame column vertical main frame assembly frame or the gantry steel frame column guide rail assembly frame falls freely; the gravity rebound pendulum block is hingedly installed on one side of the vertical guide rail, and a plurality of the gravity rebound pendulum blocks are arranged and are evenly arranged along the height direction of the vertical guide rail.

[0017] Preferably, the first drive assembly includes a first electric hoist and a first rigging, the first electric hoist is installed on the first guide rail beam, and the first rigging is connected to the main frame beam by a locking hook; the second drive assembly includes a second electric hoist and a second rigging, the second electric hoist is installed on the main frame beam, and the second rigging is connected to the third guide rail beam by a locking hook.

[0018] Preferably, the first drive assembly includes a first turbine reducer group and a first high-strength bolt, the first turbine reducer group is mounted on the third guide rail beam, and the first high-strength screw is threadedly connected to the main frame beam; the second drive assembly includes a second turbine reducer group and a second high-strength bolt, the second turbine reducer group is mounted on the main frame beam, and the high-strength screw is threadedly connected to the first guide rail beam.

[0019] Compared with the prior art, the beneficial effects of the utility model are:

[0020] The utility model provides a gantry steel frame column guide rail assembly frame and a gantry steel frame column vertical main frame assembly frame that can be interactively lifted, and one or more construction work platforms can be mounted on the gantry steel frame column guide rail assembly frame and the gantry steel frame column vertical main frame assembly frame, so that the synchronous lifting of multiple construction work platforms can be stably and reliably achieved. And because the gantry steel frame column guide rail assembly frame and the gantry steel frame column vertical main frame assembly frame of this solution can be automatically interactively lifted, it is suitable for providing safety protection for the main structure and decoration construction of high-rise buildings, and has low manufacturing cost and labor cost, high degree of automation and safety reliability.

[0021] On the other hand, the utility model improves the safety performance of the lifting process by installing an emergency locking assembly between the gantry steel frame column guide rail assembly frame and the gantry steel frame column vertical main frame assembly frame; at the same time, the first attachment support assembly and the second attachment support assembly also provide safe and stable force support points for the lifting process, making the system operation safer and more reliable.

[0022] Other features and advantages of the present application will be described in the subsequent description, and in part will become apparent from the description, or it may be understood through the implementation of the present application that the objects and other advantages of the present application can be realized and obtained through the structures particularly pointed out in the written description, claims, and drawings. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] Figure 1 This is a side structural schematic diagram of a construction integrated platform system applied to high-rise buildings according to the utility model;

[0024] Figure 2 This is a three-dimensional structural schematic diagram of a construction integrated platform system applied to high-rise buildings according to the utility model;

[0025] Figure 3 It is a schematic diagram of a partial connection structure of a gantry steel frame column vertical main frame assembly frame in a construction integrated platform system for high-rise buildings of the utility model;

[0026] Figure 4 The utility model is a construction integrated platform system used in high-rise buildings Figure 2 Schematic diagram of the enlarged structure of part A.

[0027] In the figure: 1. Climbing frame; 11. Gantry steel frame column guide rail assembly frame; 101. First guide rail beam; 102. Second guide rail beam; 103. Third guide rail beam; 104. Vertical guide rail; 1040. Slide; 105. Limiting cross bar; 12. Gantry steel frame column vertical main frame assembly frame; 201. Main frame cross beam; 2011. Reinforcement rib 1; 202. Main frame vertical beam; 2020. Reinforcement rib 2; 203. Anti-fall cross bar; 3. Construction work platform; 301. Protective structure; 4. First attachment support assembly; 5. Second attachment support assembly; 401. Roller; 402. Support rod; 403. Fixing part; 6. Emergency locking assembly; 601. Gravity rebound pendulum block; 6010. Swinging part; 6011. Blocking part; 6012. Embedded spring; 7. First drive assembly; 701. First turbine reducer unit; 702. First high-strength bolt; 8. Second drive assembly; 801. Second turbine reducer unit; 802. Second high-strength bolt. DETAILED DESCRIPTION

[0028] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0029] like Figure 1 As shown, it is a side view structural schematic diagram of a construction integrated platform system applied to a high-rise building. The utility model provides a first embodiment of a construction integrated platform system applied to a high-rise building, a construction integrated platform system applied to a high-rise building, comprising:

[0030] The climbing frame 1 includes a gantry steel frame column guide rail assembly frame 11 and a gantry steel frame column vertical main frame assembly frame 12, at least one of the gantry steel frame column guide rail assembly frame 11 and the gantry steel frame column vertical main frame assembly frame 12 is fixedly connected to one or more construction work platforms 3;

[0031] The first attachment support assembly 4 and the second attachment support assembly 5 are respectively connected to the gantry steel frame column guide rail assembly frame 11 and the gantry steel frame column vertical main frame assembly frame 12, and are used to fix the gantry steel frame column guide rail assembly frame 11 and / or the gantry steel frame column vertical main frame assembly frame 12 to the side wall of the building;

[0032] The interactive power device includes a first driving assembly 7 fixedly mounted on the gantry steel frame column guide rail assembly frame 11, which is used to vertically lift or lower the gantry steel frame column vertical main frame assembly frame 12 when the gantry steel frame column guide rail assembly frame 11 is fixed to the side wall of the building through the first attachment support assembly 4, and a second driving assembly 8 fixedly mounted on the gantry steel frame column vertical main frame assembly frame 12, which is used to vertically lift or lower the gantry steel frame column guide rail assembly frame 11 when the gantry steel frame column vertical main frame assembly frame 12 is fixed to the side wall of the building through the second attachment support assembly 5.

[0033] Therefore, the utility model sets a gantry steel frame column guide rail assembly frame 11 and a gantry steel frame column vertical main frame assembly frame 12 that can be interactively lifted, and one or more construction work platforms 3 can be mounted on the gantry steel frame column guide rail assembly frame 11 and the gantry steel frame column vertical main frame assembly frame 12. Specifically, the construction work platform 3 is fixed to the gantry steel frame column guide rail assembly frame 11 and the gantry steel frame column vertical main frame assembly frame 12 by bolts, so that the synchronous lifting of multiple construction work platforms 3 can be stably and reliably achieved. And because the gantry steel frame column guide rail assembly frame 11 and the gantry steel frame column vertical main frame assembly frame 12 of this solution can be automatically interactively lifted, it is suitable for providing safety protection for the main structure and decoration construction of high-rise buildings, and has low manufacturing cost and labor cost, high degree of automation and safety reliability.

[0034] In this embodiment, the first drive assembly 7 includes a first turbine reducer unit 701 and a first high-strength bolt 702, the first turbine reducer unit 701 is installed on the third guide rail beam 103, and the first high-strength screw is threadedly connected to the main frame beam 201; thereby, the gantry steel frame column vertical main frame assembly frame 12 and the connected construction work platform 3 can be driven to perform vertical lifting movement; the second drive assembly 8 includes a second turbine reducer unit 801 and a second high-strength bolt, the second turbine reducer unit 801 is installed on the main frame beam 201, and the high-strength screw is threadedly connected to the first guide rail beam 101, thereby, the gantry steel frame column guide rail assembly frame 11 and the connected construction work platform 3 can be driven to perform vertical lifting movement.

[0035] Regarding the second embodiment of the first driving assembly 7, the first driving assembly 7 can also be configured to include a first electric hoist and a first rigging, the first electric hoist is installed on the first guide rail beam 101, and the first rigging is connected by a hook with the main frame beam 201; the second driving assembly 8 includes a second electric hoist and a second rigging, the second electric hoist is installed on the main frame beam 201, and the second rigging is connected by a hook with the third guide rail beam 103. That is, the specific lifting power of this solution can be provided by selecting a turbine reducer unit in combination with high-strength bolts, or by selecting a similar lifting drive mode such as an electric hoist in combination with a rigging.

[0036] like Figure 2 As shown, the gantry steel frame column guide rail assembly frame 11 and the gantry steel frame column vertical main frame assembly frame 12 provided in this solution can both carry the construction work platform 3, and the construction work platform 3 can also be provided with corresponding protective mechanisms for safety protection according to actual conditions. The climbing frame 1 of this solution can be provided with a plurality of gantry steel frame columns along the length or width direction of the side wall of the building, and the three-dimensional rectangular frame extending in the extension direction formed thereby has better stability, can be spliced ​​in any length according to the needs of the construction site, and has higher applicability.

[0037] The guide rail beams and main frame beams of the gantry steel frame column guide rail assembly frame 11 and the gantry steel frame column vertical main frame assembly frame 12 provided in this scheme can be extended in the horizontal direction according to the actual construction conditions on site. The vertical guide rails and main frame vertical beams can be extended in the vertical direction according to the actual construction conditions on site.

[0038] like Figure 2 and Figure 3 As shown, Figure 3The figure is a schematic diagram of the partial connection structure of the gantry steel frame column vertical main frame assembly frame 12, which shows a schematic diagram of the structure in which two mutually parallel main frame vertical beams 202 are respectively slidably mounted on the outer sides of the two vertical guide rails 104. Specifically, the gantry steel frame column vertical main frame assembly frame 12 includes two mutually parallel main frame cross beams 201 and two mutually parallel main frame vertical beams 202 respectively fixedly connected to one end of the two main frame cross beams 201. Among them, the vertical cross section of the gantry steel frame column vertical main frame assembly frame 12 is a three-dimensional rectangular frame structure in the shape of a square. The main frame cross beams 201 of the gantry steel frame column vertical main frame assembly frame 12 are arranged on the upper and lower sides of the two main frame vertical beams 202 in a rectangular frame structure, and a plurality of reinforcing ribs 2011 are arranged on the main frame cross beams 201 along the transverse direction to form a triangular stable support structure to improve its load-bearing stability. The transverse cross-section of the main frame vertical beam 202 is a U-shaped three-dimensional rectangular frame structure. The two main frame vertical beams 202 are respectively slidably mounted on the outside of the two vertical guide rails 104, and the main frame vertical beams 202 are provided with a plurality of reinforcing ribs 2020 along their vertical direction to form a triangular stable support structure, thereby improving the overall support stability of the gantry steel frame column vertical main frame assembly frame 12.

[0039] Specifically, the three-dimensional rectangular frame structure of the gantry steel frame column guide rail assembly frame 11 and the gantry steel frame column vertical main frame assembly frame 12 itself provides conditions for the interactive embracing locking combination, and creatively provides conditions for the interactive use of the first drive assembly 7 and the second drive assembly 8 in sequence for continuous lifting. This structural form has a stable structure and high strength.

[0040] In addition, the first attachment support assembly 4 and the second attachment support assembly 5 are separately provided to provide a safe and stable force-bearing structure for the mutual lifting of the two, and the length of the support rod can be adjusted and locked at a fixed length. The interactive embracing combination between the gantry steel frame column guide rail assembly frame 11 and the gantry steel frame column vertical main frame assembly frame 12 enables the two sides to be locked to each other at a certain height when they move vertically, preventing roof collapse and falling, and providing safety protection for the safe use of the turbine reducer unit.

[0041] The application of the turbine reducer unit in this technology is also crucial. Its fast and stable lifting and moving movement provides a guarantee for the smooth progress of construction and lays a foundation for reducing the material cost of similar construction technologies. For example, the standard height of the attached lifting scaffolding is 14 meters. Since this technology can be lifted continuously and can provide dual-platform or multi-platform synchronous operation, the height of the climbing frame 1 can be only 7 meters to fully meet the construction requirements. It is not only low-cost, but also safer and more stable. In the event of a sudden power outage, the nuts and external bolts in the turbine reducer unit can be automatically locked, which is safer than similar technologies. In addition, this solution can realize automatic lifting by controlling the first drive assembly 7 and the operation of the first drive assembly 7 through a remote control intelligent control system. One person can operate it, saving more than 60% of labor costs compared to similar technologies.

[0042] Preferably, a construction integrated platform system applied to high-rise buildings may also include an emergency locking assembly 6, which is installed between the gantry steel frame column guide rail assembly frame 11 and the gantry steel frame column vertical main frame assembly frame 12, and is used to lock the gantry steel frame column vertical main frame assembly frame 12 or the gantry steel frame column guide rail assembly frame 11 when the gantry steel frame column vertical main frame assembly frame 12 or the gantry steel frame column guide rail assembly frame 11 is in free fall. Therefore, the utility model realizes the mechanical anti-falling function and improves the safety performance of the lifting process by installing the emergency locking assembly 6 between the gantry steel frame column guide rail assembly frame 11 and the gantry steel frame column vertical main frame assembly frame 12; at the same time, the first attachment support assembly 4 and the second attachment support assembly 5 also provide safe and stable force support points for the lifting process, making the system operation safer and more reliable.

[0043] like Figure 4 As shown, the specific structure of the attachment support assembly and the emergency locking assembly 6 is shown. In this embodiment, the first attachment support assembly 4 and the second attachment support assembly 5 have the same structure, both of which include a guide portion for limiting the longitudinal direction of the gantry steel frame column guide rail assembly frame 11 or the gantry steel frame column vertical main frame assembly frame 12, and a support portion for limiting the vertical direction of the gantry steel frame column guide rail assembly frame 11 or the gantry steel frame column vertical main frame assembly frame 12, and the longitudinal direction limitation of the gantry steel frame column guide rail assembly frame 11 or the gantry steel frame column vertical main frame assembly frame 12 by the guide portion and the vertical direction limitation of the gantry steel frame column guide rail assembly frame 11 or the gantry steel frame column vertical main frame assembly frame 12 by the support portion do not interfere with each other.

[0044] The first attachment support assembly 4 and the second attachment support assembly 5 also include a fixing portion 403 for fixing and installing with the side wall of the building. The fixing portion 403 is provided with a fixing hole. Bolts are passed through the fixing holes on the fixing portion 403 to fix multiple first attachment support assemblies 4 and second attachment support assemblies 5 on the side wall of the building respectively.

[0045] The gantry steel frame column vertical main frame assembly frame 12 is installed in an embracing manner on the gantry steel frame column guide rail assembly frame 11, and during the lifting operation, the second guide rail beam 102 is always located between the two main frame beams 201, and the gantry steel frame column vertical main frame assembly frame 12 is always located below the first guide rail beam 101 and above the third guide rail beam 103, that is, the first guide rail beam 101 is higher than the gantry steel frame column vertical main frame assembly frame 12 by a certain height.

[0046] Specifically, the guide part for limiting the longitudinal direction of the gantry steel frame column guide rail assembly frame 11 or the gantry steel frame column vertical main frame assembly frame 12 comprises a group of rollers 401 symmetrically arranged on both sides of the vertical guide rail 104 or the main frame vertical beam 202 in the longitudinal direction, and the vertical guide rail 104 and the main frame vertical beam 202 are provided with a slide groove 1040 matching the rollers 401. The support part for limiting the vertical direction of the gantry steel frame column guide rail assembly frame 11 or the gantry steel frame column vertical main frame assembly frame 12 comprises a support rod 402 with adjustable length, and the main frame vertical beam 202 or the vertical guide rail 104 is provided with a plurality of mutually parallel limiting cross bars 105 matching the support rod 402, and the support rod 402 matches the limiting cross bar 105 to limit and fix the vertical direction of the gantry steel frame column guide rail assembly frame 11 or the gantry steel frame column vertical main frame assembly frame 12.

[0047] Furthermore, since the support rod 402 in the attachment support assembly of the present solution can be telescopically adjusted, and the length extension direction of the support rod 402 has a certain angle with the plane formed by the plurality of mutually parallel limiting cross bars 105, and the plane where the support rod 402 is located is parallel to the vertical plane. Therefore, during the lifting and transportation process, the first attachment support assembly 4 and the second attachment support assembly 5 in the present system can be transported together with the lifting of the gantry steel frame column guide rail assembly frame 11 and the gantry steel frame column vertical main frame assembly frame 12, respectively. During the transportation process, the support rod 402 can be vertically stuck between the plurality of mutually parallel limiting cross bars 105. Since the present system only performs vertical lifting and lowering movements, the first attachment support assembly 4 and the second attachment support assembly 5 do not require an additional hanging structure and can be lifted and lowered together with the lifting of the gantry steel frame column guide rail assembly frame 11 and the gantry steel frame column vertical main frame assembly frame 12 when the connection with the building is released, thereby greatly reducing labor costs and work intensity, and providing a humanized working environment for workers, which is also not available in other similar technologies. Furthermore, due to the structural coordination between the support rod 402 and the limiting cross bar 105, the safety of the first attachment support assembly 4 and the second attachment support assembly 5 during the installation and removal process can be ensured, and accidental falling will not occur.

[0048] To further enhance safety, the safety locking system (i.e., emergency locking assembly 6) provided in this solution provides mechanical locking for falling situations caused by destructive damage to drive components such as the turbine reducer unit and screw, making the system operation safer and more reliable.

[0049] like Figure 4 As shown, specifically, in this embodiment, the emergency locking assembly 6 includes a gravity rebound pendulum block 601 installed on the vertical guide rail 104, and a plurality of mutually parallel anti-fall cross bars 203 installed on the main frame vertical beam 202, the gravity rebound pendulum block 601 and the anti-fall cross bar 203 cooperate with each other to lock the gantry steel frame column vertical main frame assembly frame 12 or the gantry steel frame column guide rail assembly frame 11 when the gantry steel frame column vertical main frame assembly frame 12 or the gantry steel frame column guide rail assembly frame 11 falls freely; the gravity rebound pendulum block 601 is hingedly installed on one side of the vertical guide rail 104, and a plurality of the gravity rebound pendulum blocks 601 are arranged and are evenly arranged along the height direction of the vertical guide rail 104. The gravity rebound pendulum block 601 includes a swinging portion 6010 and a blocking portion 6011, and an embedded spring 6012 is provided in the gravity rebound pendulum block 601 for resetting the gravity rebound pendulum block 601. The gravity rebound pendulum block 601 includes a free posture and a clamping posture. When the gravity rebound pendulum block 601 is in a free posture, the swinging portion 6010 intersects with a plane formed by a plurality of mutually parallel anti-falling cross bars 203; when the gravity rebound pendulum block 601 is in a clamping posture, the blocking portion 6011 conflicts with the anti-falling cross bar 203, and when the gravity rebound pendulum block 601 is in a clamping posture, a side of the blocking portion 6011 away from the swinging portion 6010 conflicts with the bottom of the anti-falling cross bar 203 to achieve emergency locking between the gantry steel frame column guide rail assembly frame 11 and the gantry steel frame column vertical main frame assembly frame 12.

[0050] Instructions for use: During installation, first install the gantry steel frame column guide rail assembly frame 11, the gantry steel frame column vertical main frame assembly frame 12, the climbing frame 1 structural system (such as the construction work platform 3, etc.), the first attachment support assembly 4 and the second attachment support assembly 5, and the first drive assembly 7 and the second drive assembly 8 (such as a turbine reducer and a high-strength screw) in sequence around the side wall of the building. During use, first lift the gantry steel frame column guide rail assembly frame 11 and the first attachment support assembly 4, and when the gantry steel frame column guide rail assembly frame 11 is lifted to a certain elevation, install the first attachment support assembly 4, then remove the second attachment support assembly 5, and place the removed second attachment support assembly 5 on the frame structure of the gantry steel frame column vertical main frame assembly frame 12, lift the gantry steel frame column vertical main frame assembly frame 12 and the frame structure system to a certain elevation, install the second attachment support assembly 5, and then remove the first attachment support assembly 4, and repeat the cycle to achieve vertical upward construction of the high-altitude structure. When the building construction is from high to low, the descending operation direction can be opposite, which will not be repeated here.

[0051] The second embodiment provided by the present utility model is a construction method applied to a high-rise building, the construction method comprising:

[0052] The first attachment support assembly 4 and the second attachment support assembly 5 are sequentially installed around the side wall of the building;

[0053] Connect the gantry steel frame column guide rail assembly frame 11 with two vertical guide rails 104 and a second guide rail crossbeam 102 to the first attachment support assembly 4;

[0054] The gantry steel frame column vertical main frame assembly frame 12 is slidably mounted on the outer sides of the two vertical guide rails 104, and is fixed in position by the second attachment support assembly 5;

[0055] Install the second drive assembly 8;

[0056] The first guide rail beam 101 is fixedly installed on the top of the two vertical guide rails 104, and the third guide rail beam 103 is fixedly installed on the bottom of the two vertical steel frame column guide rails;

[0057] Install the first drive assembly 7;

[0058] The corresponding construction work platforms 3 are respectively connected to the gantry steel frame column guide rail assembly frame 11 and the gantry steel frame column vertical main frame assembly frame 12;

[0059] The first driving assembly 7 and the second driving assembly 8 cooperate with each other to alternately lift or lower the gantry steel frame column guide rail assembly frame 11 and the gantry steel frame column vertical main frame assembly frame 12 to perform construction processing around the side wall of the building.

[0060] Specifically, when the height of a high-rise building is not enough, the first attachment support assembly 4 and the second attachment support assembly 5 can be installed in sequence from the bottom of the high-rise building after the construction of the first and second floors of the main structure of the building is completed; during the specific installation, the door steel frame column guide rail assembly frame 11 and the gantry steel frame column vertical main frame assembly frame 12 and one or more construction work platforms 3 can be assembled on the ground first, and then hoisted and fixed vertically on the ground or load-bearing frame around the pre-construction area using a lifting machinery, and supported to prevent the frame structure from tipping over.

[0061] Among them, the portal steel frame column guide rail assembly frame 11 and the gantry steel frame column vertical main frame assembly frame 12 can be extended in the vertical direction and the horizontal direction according to the construction needs of the special building structure, so as to avoid the excessive load requirements, complex construction actions and construction difficulties caused by the special use of cantilevered attachment support components and the additional arrangement of the portal steel frame column guide rail assembly frame 11 and the gantry steel frame column vertical main frame assembly frame 12 due to the special building structure, and reduce material costs and construction labor costs.

[0062] In summary, the utility model provides a gantry steel frame column guide rail assembly frame 11 and a gantry steel frame column vertical main frame assembly frame 12 that can be interactively lifted, and one or more construction work platforms 3 can be mounted on the gantry steel frame column guide rail assembly frame 11 and the gantry steel frame column vertical main frame assembly frame 12, so that the synchronous lifting of multiple construction work platforms 3 can be stably and reliably achieved. And because the gantry steel frame column guide rail assembly frame 11 and the gantry steel frame column vertical main frame assembly frame 12 of the present solution can be automatically interactively lifted, it is suitable for providing safety protection for the main structure and decoration construction of high-rise buildings, and has low manufacturing cost and labor cost, high degree of automation and safety reliability.

[0063] The application of the turbine reducer unit in this solution is also crucial. Its fast and stable movement ensures smooth lifting and lowering. Even if the turbine reducer unit suddenly loses power, the nuts and external bolts in the turbine are automatically locked, which is safer than similar technologies. This technology has a stable structure and can prevent safety accidents caused by extreme weather, equipment failure, and system structure failure. To enhance safety assurance, the emergency locking assembly 6 provided by this technology provides emergency locking for falls caused by destructive damage to the turbine reducer unit and high-strength bolts, making the lifting system safer and more reliable.

[0064] In the above embodiments of the present application, the description of each embodiment has its own emphasis. For parts that are not described in detail in a certain embodiment, please refer to the relevant description of other embodiments.

[0065] In the embodiments provided in the present application, it should be understood that the disclosed devices and methods can be implemented in other ways. The device embodiments described above are merely schematic. For example, the division of the units is only a logical function division. There may be other division methods in actual implementation. For example, multiple units or components can be combined or integrated into another system, or some features can be ignored or not executed. Another point is that the mutual coupling or direct coupling or communication connection shown or discussed can be through some communication interfaces, and the indirect coupling or communication connection of the devices or units can be electrical, mechanical or other forms.

Claims

1. A construction integrated platform system applied to high-rise buildings, characterized in that: include: The climbing frame (1) comprises a gantry steel frame column guide rail assembly frame (11) and a gantry steel frame column vertical main frame assembly frame (12), wherein at least one of the gantry steel frame column guide rail assembly frame (11) and the gantry steel frame column vertical main frame assembly frame (12) is fixedly connected to one or more construction work platforms (3); The first attachment support assembly (4) and the second attachment support assembly (5) are respectively connected to the gantry steel frame column guide rail assembly frame (11) and the gantry steel frame column vertical main frame assembly frame (12), and are used to fix the gantry steel frame column guide rail assembly frame (11) and / or the gantry steel frame column vertical main frame assembly frame (12) on the side wall of the building; The interactive power device comprises a first driving assembly (7) fixedly mounted on a gantry steel frame column guide rail assembly frame (11), which is used to vertically lift or lower the gantry steel frame column vertical main frame assembly frame (12) when the gantry steel frame column guide rail assembly frame (11) is fixed to the side wall of a building via a first attachment support assembly (4); and a second driving assembly (8) fixedly mounted on the gantry steel frame column vertical main frame assembly frame (12), which is used to vertically lift or lower the gantry steel frame column guide rail assembly frame (11) when the gantry steel frame column vertical main frame assembly frame (12) is fixed to the side wall of a building via a second attachment support assembly (5).

2. A construction integrated platform system for high-rise buildings according to claim 1, characterized in that: It also includes an emergency locking assembly (6), which is installed between the gantry steel frame column guide rail assembly frame (11) and the gantry steel frame column vertical main frame assembly frame (12), and is used to lock the gantry steel frame column vertical main frame assembly frame (12) or the gantry steel frame column guide rail assembly frame (11) when the gantry steel frame column vertical main frame assembly frame (12) or the gantry steel frame column guide rail assembly frame (11) falls freely.

3. A construction integrated platform system for high-rise buildings according to claim 2, characterized in that: The first attachment support assembly (4) and the second attachment support assembly (5) have the same structure, and both comprise a guide portion for limiting the longitudinal direction of the gantry steel frame column guide rail assembly frame (11) or the gantry steel frame column vertical main frame assembly frame (12), and a support portion for limiting the vertical direction of the gantry steel frame column guide rail assembly frame (11) or the gantry steel frame column vertical main frame assembly frame (12), and the longitudinal direction limiting of the gantry steel frame column guide rail assembly frame (11) or the gantry steel frame column vertical main frame assembly frame (12) by the guide portion and the vertical direction limiting of the gantry steel frame column guide rail assembly frame (11) or the gantry steel frame column vertical main frame assembly frame (12) by the support portion do not interfere with each other.

4. A construction integrated platform system for high-rise buildings according to claim 3, characterized in that: The gantry steel frame column vertical main frame assembly frame (12) comprises two mutually parallel main frame cross beams (201) and two mutually parallel main frame vertical beams (202) respectively fixedly connected to one end of the two main frame cross beams (201); The gantry steel frame column guide rail assembly frame (11) comprises at least one second guide rail beam (102) located between two mutually parallel main frame beams (201), a first guide rail beam (101) located above the gantry steel frame column vertical main frame assembly frame (12), a third guide rail beam (103) located below the gantry steel frame column vertical main frame assembly frame (12), and two vertical guide rails (104) arranged on both sides of the first guide rail beam (101) and the second guide rail beam (102), and the two main frame vertical beams (202) are respectively slidably mounted on the outer sides of the two vertical guide rails (104).

5. A construction integrated platform system for high-rise buildings according to claim 4, characterized in that: The guide part for limiting the longitudinal direction of the gantry steel frame column guide rail assembly frame (11) or the gantry steel frame column vertical main frame assembly frame (12) comprises a group of rollers (401) symmetrically arranged on both sides of the vertical guide rail (104) or the main frame vertical beam (202) along the longitudinal direction.

6. A construction integrated platform system for high-rise buildings according to claim 5, characterized in that: The support part for limiting the vertical direction of the gantry steel frame column guide rail assembly frame (11) or the gantry steel frame column vertical main frame assembly frame (12) comprises a support rod (402) with adjustable length, and a plurality of mutually parallel limiting cross bars (105) matching with the support rod (402) are provided on the main frame vertical beam (202) or the vertical guide rail (104), and the support rod (402) matches with the limiting cross bars (105) for limiting and fixing the vertical direction of the gantry steel frame column guide rail assembly frame (11) or the gantry steel frame column vertical main frame assembly frame (12).

7. A construction integrated platform system for high-rise buildings according to claim 6, characterized in that: The emergency locking assembly (6) comprises a gravity rebound pendulum block (601) mounted on the vertical guide rail (104), and a plurality of mutually parallel anti-falling cross bars (203) mounted on the main frame vertical beam (202); the gravity rebound pendulum block (601) and the anti-falling cross bars (203) cooperate with each other to lock the gantry steel frame column vertical main frame assembly frame (12) or the gantry steel frame column guide rail assembly frame (11) when the gantry steel frame column vertical main frame assembly frame (12) or the gantry steel frame column guide rail assembly frame (11) falls freely; the gravity rebound pendulum block (601) is hingedly mounted on one side of the vertical guide rail (104); a plurality of the gravity rebound pendulum blocks (601) are arranged and are evenly arranged along the height direction of the vertical guide rail (104).

8. The construction integrated platform system for high-rise buildings according to claim 7, characterized in that: The first driving assembly (7) comprises a first electric hoist and a first rigging, wherein the first electric hoist is mounted on a first guide rail beam (101), and the first rigging is connected to the main frame beam (201) by a locking hook; the second driving assembly (8) comprises a second electric hoist and a second rigging, wherein the second electric hoist is mounted on the main frame beam (201), and the second rigging is connected to the third guide rail beam (103) by a locking hook.

9. The construction integrated platform system for high-rise buildings according to claim 7, characterized in that: The first drive assembly (7) comprises a first turbine reducer assembly (701) and a first high-strength bolt (702), wherein the first turbine reducer assembly (701) is mounted on a third guide rail beam (103), and the first high-strength bolt (702) is threadedly connected to the main frame beam (201); the second drive assembly (8) comprises a second turbine reducer assembly (801) and a second high-strength bolt, wherein the second turbine reducer assembly (801) is mounted on the main frame beam (201), and the second high-strength bolt is threadedly connected to the first guide rail beam (101).

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