Integrated tower building device for large-angle main tower

Abstract

The present invention discloses an integrated tower-building device for a main tower with a large inclination angle, comprising: a climbing system, which is arranged on the tower-building concrete; a bearing platform, which is arranged on the climbing system; a sliding platform, which surrounds the tower-building concrete with the bearing platform, and the sliding platform is arranged to be movable in the longitudinal and transverse directions; a template sliding truss, one of which is arranged on each of the sliding platforms and the bearing platform; a template automatic positioning bracket, which is arranged to be adjustable in angle; a template system, which is used to install a fixed template and adjust the template angle through the template automatic positioning bracket; a material distribution system, which is used to distribute the concrete cavity to be poured composed of the template system; and a maintenance system, which is used to maintain the concrete. The device of the present invention can not only reduce the number of operators, improve the construction environment and construction efficiency, but also meet the requirements of reducing the number of embedded parts in the case of large-angle inclined tower construction.

Description

Technical Field

[0001] The present invention relates to the technical field of bridge construction structures, and more specifically, to an integrated tower building device for a main tower with a large inclination angle. Background Art

[0002] Conventional bridge tower construction generally adopts top formwork system, lifting formwork system or climbing formwork system for construction, which has relatively low requirements on personnel operation level and supporting construction equipment performance, but has disadvantages such as poor adaptability, small bearing capacity, low construction efficiency and high maintenance cost, and it is also unable to realize functions such as automatic opening and closing of molds.

[0003] Although a multifunctional integrated tower-building device has been developed and its carrying capacity has been improved, the device is complex in design and has low adaptability and compatibility. Different structures need to be designed for different tower types and it is also unable to meet the construction requirements of large-angle inclined towers.

[0004] In response to the above problems, it is urgent to research new equipment to meet the requirements of high performance, high efficiency and high quality construction technology. Summary of the invention

[0005] One object of the present invention is to provide an integrated tower construction device for a large-angle main tower, which can not only reduce the number of operators, improve the construction environment and construction efficiency, but also reduce the number of embedded parts in the case of large-angle inclined tower construction.

[0006] In order to achieve these purposes and other advantages according to the present invention, a large-angle main tower integrated tower building device is provided, comprising:

[0007] A climbing system is arranged on the tower-building concrete, and one climbing system is arranged on each of two opposite transverse sides of the tower-building concrete, and the climbing system is used to climb on the side of the tower-building concrete;

[0008] A load-bearing platform, one of which is provided on each climbing system and supported as a horizontal platform by the climbing system;

[0009] A sliding platform, one of which is arranged on each of the other two sides of the tower-building concrete in the longitudinal direction, and the two ends of the sliding platform are respectively arranged on the bearing platform, the sliding platform and the bearing platform surround the tower-building concrete, and the sliding platform is arranged to be movable in the longitudinal and transverse directions;

[0010] A template sliding truss, one of which is provided on each of the sliding platforms and the bearing platform, and the template sliding truss is configured to be movable along the sliding platform or the bearing platform;

[0011] Template automatic positioning brackets, two of which are arranged on each template sliding truss, and the template automatic positioning brackets are arranged to be adjustable in angle;

[0012] A template system, one of which is provided on each of the template automatic positioning brackets, and the template system is used to install a fixed template and adjust the template angle through the template automatic positioning bracket;

[0013] A material distribution system, one of which is arranged on each of the template sliding trusses located on the sliding platform, and is used to distribute material to the concrete cavity to be poured composed of the template system;

[0014] A curing system is arranged at the bottom of the formwork and is used for curing concrete.

[0015] Preferably, the climbing system includes a plurality of climbing mechanisms, and the climbing mechanisms climb via climbing tracks fixed on the tower concrete. The climbing tracks of each climbing mechanism are staggered and spaced in the longitudinal direction, and the climbing tracks of adjacent climbing mechanisms have overlapping areas. The bearing platform is arranged on one of the climbing mechanisms.

[0016] Preferably, the bearing platform includes a foundation section, multiple standard sections and an adjustable section. The multiple standard sections are detachably connected as a whole and then connected to one end of the foundation section. The adjustable section is connected to the other end of the foundation section. The adjustable sections of the bearing platforms of adjacent tower concrete form a diamond truss, and each side of the diamond truss is hinged by a pin.

[0017] Preferably, the sliding platform comprises:

[0018] A pair of longitudinal trusses are provided and longitudinally slidably mounted on two bearing platforms respectively;

[0019] A longitudinal oil cylinder, one end of which is fixedly connected to a sliding support fixed on the bearing platform, and the other end of which is connected to the longitudinal truss;

[0020] A transverse truss, both ends of which are laterally slidably arranged on the longitudinal truss;

[0021] A transverse oil cylinder has one end fixed on one of the longitudinal trusses, and the other end of the transverse oil cylinder is fixedly connected via a sliding support fixed on the lower surface of the transverse truss.

[0022] Preferably, the template sliding truss includes: a fixed support, which is fixed on the bearing platform or the sliding platform; a main truss, which is also arranged on the bearing platform or the sliding platform; and a sliding cylinder, which is respectively connected to the fixed support and the main truss.

[0023] Preferably, the template automatic positioning support comprises:

[0024] A sliding beam, which is horizontally fixed on the template sliding truss;

[0025] A vertical enclosure purlin is arranged vertically and its lower end is arranged on one side of the sliding beam through a first sliding block, the first sliding block is slidably sleeved on the sliding beam without separation, the lower end of the vertical enclosure purlin is hinged on the first sliding block, the vertical enclosure purlin is arranged close to the inner side of the tower building concrete, and the template is connected to the vertical enclosure purlin through a plurality of buckles;

[0026] A sliding beam, which is horizontally arranged on the sliding crossbeam, one end of the sliding beam is fixedly connected to the first sliding block, and the other end of the sliding beam is fixedly connected to the second sliding block, and the second sliding block is also slidably sleeved on the sliding crossbeam;

[0027] A limit support, which is fixed to the other side of the sliding beam;

[0028] A rearward oil cylinder, which is respectively connected to the second sliding block and the limit support;

[0029] A telescopic rod, two ends of which are respectively hinged to the vertical purlin and the second sliding block;

[0030] A demoulding oil cylinder, both ends of which are respectively connected to the two rods of the telescopic rod;

[0031] The telescopic oil cylinder has two ends respectively connected to the vertical purlin and the template.

[0032] Preferably, the template system comprises a template and an automatic positioner, and the automatic positioner is arranged on both sides of the template for automatic alignment of the template.

[0033] Preferably, the material placing system comprises an automatic material placing machine and a material placing truss, the automatic material placing machine is arranged on the material placing truss, and the material placing truss is installed on the template sliding truss.

[0034] Preferably, the curing system comprises an atomizer, a connecting hose, a homogenizing tube group and a curing membrane. The atomizer delivers atomized gas to the homogenizing tube group through the connecting hose, and the concrete surface is cured with the aid of the curing membrane.

[0035] Preferably, it also includes a walking platform, which includes a suspension rod, multiple suspension platforms and a walking walkway. The multiple suspension platforms are arranged in parallel and spaced apart and suspended from the bottom of the load-bearing platform by the suspension rod. The multiple suspension platforms and the walking walkway together form an up and down passage for personnel.

[0036] The present invention has at least the following beneficial effects:

[0037] The present invention installs a large-angle main tower integrated tower building device on the poured concrete section of the high tower, realizes vertical climbing through the coordinated switching of the climbing system, and realizes large-tonnage and large-angle construction; the sliding platform and the template sliding truss slide on the bearing platform to realize the automatic positioning function of the template system and the material distribution system; the template automatic positioning bracket is used to realize the functions of automatic alignment of the template system, automatic opening and closing of the mold, and automatic adjustment.

[0038] Other advantages, objectives and features of the present invention will be embodied in part through the following description, and in part will be understood by those skilled in the art through study and practice of the present invention. BRIEF DESCRIPTION OF THE DRAWINGS

[0039] Figure 1 This is a front view of the integrated tower-building device for the main tower with a large inclination angle according to the present invention;

[0040] Figure 2 This is a side view of the integrated tower building device for the main tower with a large inclination angle according to the present invention;

[0041] Figure 3 This is a top view of the integrated tower building device for the main tower with a large inclination angle according to the present invention;

[0042] Figure 4 This is a front view of the climbing system of the present invention;

[0043] Figure 5 This is a front view of the carrying platform of the present invention;

[0044] Figure 6 A top view of the carrying platform of the present invention;

[0045] Figure 7 This is a front view of the sliding platform of the present invention;

[0046] Figure 8 It is a side view of the sliding platform of the present invention;

[0047] Fig. 9 A top view of the sliding platform of the present invention;

[0048] Fig.10 This is a front view of the template sliding truss of the present invention;

[0049] Fig.11 It is a side view of the template sliding truss of the present invention;

[0050] Fig.12 This is a side view of the template automatic positioning bracket of the present invention;

[0051] Fig.13 It is a top view of the template system of the present invention;

[0052] Fig.14 This is a front view of the material distribution system of the present invention;

[0053] Fig.15 This is a front view of the maintenance system of the present invention;

[0054] Fig.16 It is the front view of the walking platform of the present invention.

[0055] Description of reference numerals:

[0056] 100, tower building concrete, 200, climbing system, 300, bearing platform, 301, foundation section, 302, standard section, 303, adjustable, 400, sliding platform, 401, sliding support, 402, horizontal cylinder, 403, longitudinal cylinder, 404, longitudinal truss, 405, horizontal truss, 500, template sliding truss, 501, fixed support, 502, sliding cylinder, 503, main truss, 600, template automatic adjustment bracket, 601, vertical purlin, 602, telescopic rod, 60 3. Sliding beam, 604. Sliding beam, 605. Limit bearing, 606. Demoulding cylinder, 607. Backward cylinder, 608. Telescopic cylinder, 700. Formwork system, 701. Formwork, 702. Automatic positioner, 800. Material distribution system, 801. Automatic material distribution machine, 802. Material distribution truss, 900. Maintenance system, 901. Atomizer, 902. Connecting hose, 903. Hoisting pipe group, 904. Maintenance film, 2000. Walking platform, 2001. Hanging rod, 2002. Hanging platform. DETAILED DESCRIPTION

[0057] The present invention is further described in detail below in conjunction with the accompanying drawings so that those skilled in the art can implement the invention with reference to the description.

[0058] It should be noted that the experimental methods described in the following embodiments are conventional methods unless otherwise specified, and the reagents and materials are commercially available unless otherwise specified; in the description of the present invention, the terms "lateral", "longitudinal", "upper", "lower", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside" 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 present invention 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 present invention.

[0059] like Figures 1 to 3 As shown, the present invention provides a large-angle main tower integrated tower building device, comprising:

[0060] A climbing system 200 is arranged on the tower-building concrete 100, and one climbing system 200 is arranged on each of two opposite lateral sides of the tower-building concrete 100, and the climbing system 200 is used to climb on the side of the tower-building concrete 100;

[0061] A load-bearing platform 300, one of which is provided on each climbing system 200 and supported as a horizontal platform by the climbing system 200;

[0062] A sliding platform 400, one of which is disposed on each of the other two opposite sides in the longitudinal direction of the tower-building concrete 100, and both ends of the sliding platform 400 are respectively disposed on the bearing platform 300, the sliding platform 400 and the bearing platform 300 surround the tower-building concrete 100, and the sliding platform 400 is configured to be movable in the longitudinal and transverse directions;

[0063] A template sliding truss 500, one of which is disposed on each of the sliding platforms 400 and the bearing platform 300, and the template sliding truss 500 is configured to be movable along the sliding platform 400 or the bearing platform 300;

[0064] The template automatic positioning bracket 600 is provided with two on each of the template sliding trusses 500, and the template automatic positioning bracket 600 is configured to be adjustable at an angle of 303;

[0065] A template system 700, one of which is provided on each of the template automatic positioning brackets 600, and the template system 700 is used to install a fixed template 701 and adjust the angle of the template 701 through the template automatic positioning bracket 600;

[0066] A material distribution system 800, one of which is disposed on each of the template sliding trusses 500 located on the sliding platform 400, and the material distribution system 800 is used to distribute material to the concrete cavity to be poured formed by the template system 700;

[0067] The curing system 900 is arranged at the bottom of the formwork 701 and is used for moisturizing and curing the concrete.

[0068] In the above technical solution, the climbing system 200 is arranged on the poured concrete surface, and is used to support the whole system, and can realize automatic climbing, automatic leveling and load-bearing of the whole system. The sliding platform 400 is installed on the load-bearing platform 300, and is respectively connected to the load-bearing platforms 300 on both sides, and is used for supporting and automatically adjusting the material distribution system 800 and the template system 700. The template sliding truss 500 is installed on the bearing platform 300 and the sliding platform 400, and is used for automatic adjustment and support of the template system 700; the template automatic adjustment bracket 600 is installed on the template sliding truss 500, and is used for automatic demolding, closing, backward movement and leveling of the template of the template system 700; the template system 700 constitutes an outer cavity of concrete, which is used for concrete pouring and forming control; the distribution system 800 acts on the template sliding truss 500, and can realize automatic completion of concrete distribution; the maintenance system 900 is installed at the bottom of the template 701, and is used for automatic moisturizing maintenance of concrete, and can realize intelligent adjustment of maintenance temperature and maintenance time.

[0069] In another technical solution, Figure 4 As shown, the climbing system 200 includes a plurality of climbing mechanisms, and the climbing mechanisms climb via climbing tracks fixed on the tower-building concrete 100. The climbing tracks of each climbing mechanism are staggered and spaced in the longitudinal direction, and the climbing tracks of adjacent climbing mechanisms have overlapping areas. The bearing platform 300 is arranged on one of the climbing mechanisms.

[0070] In the above technical solution, the adjacent tower building concrete 100 is inclined upward and close to each other, so the climbing system 200 is a track-changing climbing system. Figure 4 In the process, the lower left climbing mechanism first drives the load-bearing platform 300 arranged on the climbing mechanism to climb upward on the climbing track. When climbing to overlap with the upper right climbing mechanism, the upper right climbing mechanism begins to act on the load-bearing platform 300 until the load-bearing platform 300 is completely supported and driven to climb by the upper right climbing mechanism. At this time, the lower left climbing mechanism is no longer stressed. In this way, the track is continuously changed and climbed upward to adapt to the construction of the main tower with a large inclination angle. The climbing mechanisms of the left and right tower concrete 100 both gradually climb upward from the outside to the inside. The climbing mechanism of the present application is an existing climbing device that can realize self-climbing, such as a hydraulic climbing formwork.

[0071] In the above technical solution, the track-changing climbing system 200, combined with the load-bearing main truss 503, can automatically adapt to the changes in the inclination of the tower limbs in two directions and at large angles during the climbing process, thereby realizing the construction of a four-limb space diamond-shaped bridge tower.

[0072] In another technical solution, Figure 5 and Figure 6As shown, the bearing platform 300 includes a base section 301, a multi-section standard section 302 and an adjustable section 303. The multi-section standard section 302 is detachably connected as a whole and then connected to one end of the base section 301. The adjustable section 303 is connected to the other end of the base section 301. The adjustable section 303 of the bearing platform 300 of the adjacent tower building concrete 100 forms a rhombus truss. Each side of the rhombus truss is hinged by a pin shaft, and the rhombus truss can also be locked by a locking mechanism.

[0073] In the above technical solution, the length of the bearing platform 300 is adjusted by the number of standard sections 302 to achieve lateral contraction to adapt to the sizes of different tower columns. The base section 301 and the standard section 302 are detachably connected by a pin to achieve assembled installation. The adjustable 303 is used to achieve lateral micro-deformation to adapt to the lateral changes of the two tower limbs of the main tower caused by environmental influences. During the operation of the bearing platform 300, the adjustable 303 is locked by a locking mechanism, and during the climbing process, the lock is released to adapt to the changes in the angle slope of the tower column. The adjustable 303 can be telescopically adjusted in length by rotating the ends of each side along the connected pin shaft. The adjacent side ends of the adjustable 303 are sleeved on the same pin shaft. When the adjustable 303 needs to be locked, it is only necessary to fix the upper and lower ends of the pin shaft, that is, to press the adjacent side ends of the adjustable 303 against the pin shaft through a tightening block, so that the adjacent side ends of the adjustable 303 can no longer rotate around the pin shaft, thereby achieving locking; when adjustment is required, the tightening block is removed to release the adjacent side ends of the adjustable 303, so that it rotates; it is also possible to set a fixing rod in the middle to fix the diagonal of the rhombus, so that the adjustable 303 cannot rotate.

[0074] In another technical solution, Figures 7 to 9 As shown, the sliding platform 400 includes:

[0075] A pair of longitudinal trusses 404 are provided and longitudinally slidably mounted on the two bearing platforms 300 respectively;

[0076] A longitudinal oil cylinder 403, one end of which is fixedly connected to a sliding support 401 fixed to the bearing platform 300, and the other end of the longitudinal oil cylinder 403 is connected to the longitudinal truss 404;

[0077] The transverse truss 405 has two ends which are respectively slidably disposed transversely on the longitudinal truss 404;

[0078] One end of the transverse oil cylinder 402 is fixed on one of the longitudinal trusses 404 , and the other end of the transverse oil cylinder 402 is fixedly connected via a sliding support 401 fixed on the lower surface of the transverse truss 405 .

[0079] In the above technical solution, the longitudinal truss 404 realizes longitudinal movement on the bearing platform 300 through the sliding support 401 and the longitudinal cylinder 403, so that the entire sliding platform 400 realizes longitudinal movement; the transverse truss 405 realizes transverse movement between a pair of longitudinal trusses 404 through the sliding support 401 and the transverse cylinder 402, so that the entire sliding platform 400 realizes transverse movement.

[0080] In another technical solution, Fig.10 and Fig.11 As shown, the template sliding truss 500 includes: a fixed support 501, which is fixed on the bearing platform 300 or the sliding platform 400; a main truss 503, which is also arranged on the bearing platform 300 or the sliding platform 400; and a sliding oil cylinder 502, which is respectively connected to the fixed support 501 and the main truss 503. The main truss 503 is moved along the length direction on the bearing platform 300 or the sliding platform 400 by the extension and contraction of the fixed support 501 and the sliding oil cylinder 502.

[0081] In another technical solution, Fig.12 As shown, the template automatic positioning bracket 600 includes:

[0082] A sliding beam 604, which is horizontally fixed on the template sliding truss 500;

[0083] A vertical purlin 601 is vertically arranged and its lower end is arranged on one side of the sliding beam 604 through a first sliding block. The first sliding block is slidably sleeved on the sliding beam 604 without separation. The lower end of the vertical purlin 601 is hinged to the first sliding block. The vertical purlin 601 is arranged close to the inner side of the tower building concrete 100. The template 701 is connected to the vertical purlin 601 through a plurality of buckles.

[0084] A sliding beam 603 is horizontally arranged on the sliding crossbeam 604, one end of the sliding beam 603 is fixedly connected to the first sliding block, and the other end of the sliding beam 603 is fixedly connected to the second sliding block, and the second sliding block is also slidably sleeved on the sliding crossbeam;

[0085] A limit support 605, which is fixed to the other side of the sliding beam 604;

[0086] A rearward oil cylinder 607, which is respectively connected to the second sliding block and the limit support 605;

[0087] A telescopic rod 602, two ends of which are respectively hinged to the vertical purlin 601 and the second sliding block;

[0088] The two ends of the demoulding cylinder 606 are respectively connected to the two rods of the telescopic rod 602;

[0089] The telescopic cylinder 608 has two ends connected to the vertical purlin 601 and the template 701 respectively.

[0090] In the above technical solution, the template 701 needs to be adjusted in multiple degrees of freedom, and also needs to be demolded and closed. The sliding beam 603 is installed on the sliding beam 604, and the sliding beam 603, the vertical purlin 601 and the telescopic rod 602 are pushed by the limit support 605 and the rearward cylinder 607 to achieve the overall sliding of the template 701, so as to achieve the overall movement of the template 701 and the automatic docking and demolding of the template 701; the vertical purlin 601 is installed on the sliding beam 603 through the first sliding block, and the first sliding block and the second sliding block are slidably set on the sliding beam 604 without separation, and the sliding beam 604 is provided with a slide rail, and the existing mature structural settings can be adopted; the telescopic rod 602 is connected by a two-section sleeve sleeve, and the two ends of the demolding cylinder 606 are respectively connected to the two sections of the sleeve, and the demolding cylinder The extension and retraction of 606 realizes the extension and retraction of the telescopic rod 602, thereby realizing the angle change of the vertical purlin 601, that is, realizing the angle adjustment of the template 701; a template 701 is supported and connected by two template automatic adjustment brackets 600 arranged on the template sliding truss 500, and the lifting cylinder is installed on the vertical purlin 601. Through the action of the telescopic cylinder 608 on one of the template automatic adjustment brackets 600, the template 701 can be rotated with the telescopic cylinder 608 on the other template automatic adjustment bracket 600 as the axis, thereby realizing the angle change in the plane of the template system 700. After the angle adjustment is completed, the template 701 is connected and fixed to the vertical purlin 601 by snap buckles. The template sliding truss 500 and the template automatic adjustment bracket 600 together constitute a multi-degree-of-freedom intelligent template installation and removal device. Both ends of the cylinder mentioned in this application refer to the rod body and telescopic rod 602 of the cylinder.

[0091] In another technical solution, Fig.13 As shown, the template system 700 includes a template 701 and an automatic positioner 702, and the automatic positioner 702 is set on both sides of the template 701 for automatic alignment of the template 701. The template 701 is automatically aligned on the tower building concrete 100 through the automatic positioner 702, realizing unmanned operation.

[0092] In another technical solution, Fig.14 As shown, the material placing system 800 includes an automatic material placing machine 801 and a material placing truss 802, wherein the automatic material placing machine 801 is arranged on the material placing truss 802, and the material placing truss 802 is installed on the template sliding truss 500. The automatic material placing machine 801 can slide freely on the sliding platform 400 through the template sliding truss 500.

[0093] In another technical solution, Fig.15As shown, the maintenance system 900 includes an atomizer 901, a connecting hose 902, a homogenizing tube group 903 and a curing film 904. The atomizer 901 delivers the atomized gas to the homogenizing tube group 903 through the connecting hose 902, and the concrete surface is cured by the curing film 904. The homogenizing tube group 903 includes a plurality of branch pipes, which are respectively connected to the connecting hose 902. The plurality of branch pipes apply the atomized gas of the connecting hose 902 to the curing film 904 to achieve constant temperature and humidity curing of the concrete surface. The atomizer 901 is atomized by setting a truss and then placing it in the truss. After the construction is completed for pouring a section of concrete, the climbing system 200 drives the entire system to climb upward, and at this time, the newly poured concrete is cured by the curing system 900. The material distribution system 800 and the curing system 900 of the present application are both conventional systems in the existing concrete tower column construction process.

[0094] In another technical solution, Fig.16 As shown, it also includes a walking platform 2000, which includes a suspension rod 2001, multiple suspension platforms 2002 and a walking walkway. The multiple suspension platforms 2002 are arranged in parallel and spaced apart and suspended at the bottom of the load-bearing platform 300 through the suspension rod 2001. The multiple suspension platforms 2002 and the walking walkway together form a personnel up and down passage. The walking platform 2000 mainly includes a suspension platform 2002, a safe walking walkway and a plurality of suspension platforms 2002 integrated enclosures, etc. The entire walking platform 2000 is connected to the load-bearing platform 300 and the sliding platform 400 to form a personnel up and down passage. The maintenance system 900 is fixed on the walking platform 2000.

[0095] The present application also provides humanized service facilities on the carrying platform 300, which mainly include integrated toilets, smart offices, wind and fire-proof shelter platforms, etc., which effectively improve the on-site construction environment, ensure on-site construction safety, and realize functions such as rapid evacuation. The present application also provides an intelligent control system on the carrying platform 300, which includes a hydraulic automation control system and an intelligent control system to control the actions of each cylinder. Combined with local centralized monitoring and remote centralized monitoring, it can realize collaborative operation, automatic control, data collection, intelligent early warning and real-time monitoring. The intelligent control system controls the material distribution system 800 and the maintenance system 900 to realize automatic material distribution and intelligent maintenance, improve on-site construction efficiency, and ensure construction quality; through humanized facilities, personnel can work on-site to meet the living or survival needs of personnel in different environments.

[0096] Although the embodiments of the present invention have been disclosed as above, they are not limited to the applications listed in the specification and the implementation modes, and they can be fully applied to various fields suitable for the present invention. For those familiar with the art, additional modifications can be easily implemented. Therefore, without departing from the general concept defined by the claims and the scope of equivalents, the present invention is not limited to the specific details and the illustrations shown and described herein.

Claims

1. The large-angle main tower integrated tower building device is characterized by: include: A climbing system is arranged on the tower-building concrete, and one climbing system is arranged on each of two opposite transverse sides of the tower-building concrete, and the climbing system is used to climb on the side of the tower-building concrete; A load-bearing platform, which is provided on each climbing system and supported as a horizontal platform by the climbing system; A sliding platform, one of which is arranged on each of the other two sides of the tower-building concrete in the longitudinal direction, and the two ends of the sliding platform are respectively arranged on the bearing platform, the sliding platform and the bearing platform surround the tower-building concrete, and the sliding platform is arranged to be movable in the longitudinal and transverse directions; A template sliding truss, one of which is provided on each of the sliding platforms and the bearing platform, and the template sliding truss is configured to be movable along the sliding platform or the bearing platform; Template automatic positioning brackets, two of which are arranged on each template sliding truss, and the template automatic positioning brackets are arranged to be adjustable in angle; A template system, one of which is provided on each of the template automatic positioning brackets, and the template system is used to install a fixed template and adjust the template angle through the template automatic positioning bracket; A material distribution system, one of which is arranged on each of the template sliding trusses located on the sliding platform, and is used to distribute material to the concrete cavity to be poured composed of the template system; A curing system, which is arranged at the bottom of the formwork and is used to cure the concrete; The bearing platform includes a foundation section, a multi-section standard section and an adjustable section. The multi-section standard section can be detachably connected as a whole and then connected to one end of the foundation section. The adjustable section is connected to the other end of the foundation section. The adjustable section of the bearing platform of the adjacent tower concrete forms a diamond truss. Each side of the diamond truss is hinged by a pin shaft. The template automatic positioning support comprises: A sliding beam, which is horizontally fixed on the template sliding truss; A vertical enclosure purlin is arranged vertically and its lower end is arranged on one side of the sliding beam through a first sliding block, the first sliding block is slidably sleeved on the sliding beam without separation, the lower end of the vertical enclosure purlin is hinged on the first sliding block, the vertical enclosure purlin is arranged close to the inner side of the tower building concrete, and the template is connected to the vertical enclosure purlin through a plurality of buckles; A sliding beam, which is horizontally arranged on the sliding crossbeam, one end of the sliding beam is fixedly connected to the first sliding block, and the other end of the sliding beam is fixedly connected to the second sliding block, and the second sliding block is also slidably sleeved on the sliding crossbeam; A limit support, which is fixed to the other side of the sliding beam; A rearward oil cylinder, which is respectively connected to the second sliding block and the limit support; A telescopic rod, two ends of which are respectively hinged to the vertical purlin and the second sliding block; A demoulding oil cylinder, both ends of which are respectively connected to the two rods of the telescopic rod; The telescopic oil cylinder has two ends respectively connected to the vertical purlin and the template.

2. The large-angle main tower integrated tower building device according to claim 1 is characterized in that: The climbing system includes multiple climbing mechanisms, which climb via climbing tracks fixed on tower concrete. The climbing tracks of each climbing mechanism are staggered and spaced in the longitudinal direction, and the climbing tracks of adjacent climbing mechanisms have overlapping areas. The bearing platform is arranged on one of the climbing mechanisms.

3. The large-angle main tower integrated tower building device according to claim 1 is characterized in that: The sliding platform comprises: A pair of longitudinal trusses are provided and longitudinally slidably mounted on two bearing platforms respectively; A longitudinal oil cylinder, one end of which is fixedly connected to a sliding support fixed on the bearing platform, and the other end of which is connected to the longitudinal truss; A transverse truss, both ends of which are laterally slidably arranged on the longitudinal truss; A transverse oil cylinder has one end fixed on one of the longitudinal trusses, and the other end of the transverse oil cylinder is fixedly connected via a sliding support fixed on the lower surface of the transverse truss.

4. The large-angle main tower integrated tower building device according to claim 1 is characterized in that: The template sliding truss includes: a fixed support, which is fixed on the bearing platform or the sliding platform; a main truss, which is also arranged on the bearing platform or the sliding platform; and a sliding cylinder, which is respectively connected to the fixed support and the main truss.

5. The large-angle main tower integrated tower building device according to claim 1 is characterized in that: The template system comprises a template and an automatic positioner, wherein the automatic positioner is arranged on both sides of the template for automatic alignment of the template.

6. The large-angle main tower integrated tower building device according to claim 1, characterized in that: The material placing system comprises an automatic material placing machine and a material placing truss, wherein the automatic material placing machine is arranged on the material placing truss, and the material placing truss is installed on the template sliding truss.

7. The large-angle main tower integrated tower building device according to claim 1 is characterized in that: The curing system comprises an atomizer, a connecting hose, a homogenizing tube group and a curing film. The atomizer delivers atomized gas to the homogenizing tube group through the connecting hose, and the concrete surface is cured with the help of the curing film.

8. The large-angle main tower integrated tower building device according to claim 1, characterized in that: It also includes a walking platform, which includes a suspension rod, multiple suspension platforms and a walking walkway. The multiple suspension platforms are arranged in parallel and spaced apart and suspended at the bottom of the bearing platform through the suspension rod. The multiple suspension platforms and the walking walkway together form an up and down passage for personnel.

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