Inclination-angle creeping formwork device

Abstract

The invention relates to the field of building construction, and discloses a dip angle creeping formwork device which is characterized in that a first supporting part used for being connected with a wall is arranged on a first supporting platform, a first inclined strut support is arranged on the first supporting platform, and the length of the first inclined strut support is adjustable so that the inclination angle of the first supporting platform can be adjusted; the second supporting platform is arranged on the top of the first supporting platform, a second inclined strut support is arranged on the second supporting platform, and the length of the second inclined strut support is adjustable; the moving track is arranged on the second supporting platform and extends in the direction close to or away from the wall. The translation beam body is movably arranged on the moving track so as to be selectively close to or far away from the wall body; the second supporting part is connected with the translation beam body, the angle of the second supporting part relative to the translation beam body is adjustable, and the second supporting part is used for being matched with a wall. The first supporting platform and the second supporting platform are arranged in an inclined mode, the moving track is used for adapting to the inclined wall, and the adaptability problem of construction of the inclined wall is solved.

Description

TECHNICAL FIELD

[0001] The present application relates to the field of building construction, in particular to a tilt angle climbing formwork device. BACKGROUND

[0002] In related technologies, the traditional hydraulic climbing formwork system is widely used in vertical wall construction in the construction of super high-rise building core tubes, but its frame structure is fixed and cannot adapt to the large-angle diameter conversion of the wall "vertical→inclined→vertical". For the construction of inclined walls with a core tube shrinkage ratio of more than 10% and continuous multiple layers, the traditional climbing formwork needs to frequently disassemble and modify the frame or rely on cantilevered scaffolding, resulting in problems in construction difficulty, risk, and time. SUMMARY

[0003] The present application aims to solve at least one of the technical problems existing in the prior art. To this end, one object of the present application is to provide a tilt angle climbing formwork device. According to the tilt angle climbing formwork device of the present application, by providing a first support platform, a second support platform, and a moving track for movement, the adaptability of the construction of the inclined wall is solved by the tiltable arrangement of the first support platform and the second support platform and the adaptation of the inclined wall by the moving track.

[0004] The tilt angle climbing formwork device according to the present application comprises a first support platform, a second support platform, a moving track, a translation beam body, and a second support part. The first support platform is provided with a first support part for connecting the wall. The first support platform is provided with a first inclined support bracket. The length of the first inclined support bracket is adjustable to adjust the tilt angle of the first support platform. The second support platform is provided on the top of the first support platform. The second support platform is provided with a second inclined support bracket. The length of the second inclined support bracket is adjustable to adjust the tilt angle of the second support platform. The moving track is provided on the second support platform and extends in the direction of approaching or moving away from the wall. The translation beam body is movably provided on the moving track to selectively approach or move away from the wall. The second support part is connected with the translation beam body and the angle of the second support part relative to the translation beam body is adjustable. The second support part is used to cooperate with the wall.

[0005] According to the tilt angle climbing formwork device of the present application, by providing a first support platform, a second support platform, and a moving track for movement, the adaptability of the construction of the inclined wall is solved by the tiltable arrangement of the first support platform and the second support platform and the adaptation of the inclined wall by the moving track. Without disassembling after completing the construction of the vertical cavity, the tilt angle climbing formwork device is directly moved. The tilt angle climbing formwork device can match the vertical wall and the inclined wall without disassembling. The adaptation ability is strong. The construction risk of disassembling is reduced. The construction safety is improved. The construction period is shortened.

[0006] According to one embodiment of the present application, the first support platform comprises: a first cross beam arranged horizontally; a first longitudinal beam arranged at an outer end of the first cross beam and hinged to the first cross beam; a second longitudinal beam arranged at an inner end of the first cross beam and hinged to the first cross beam, the second longitudinal beam being provided with a first support part; and a second cross beam hingedly connected to the top of the first longitudinal beam and the second longitudinal beam, respectively; wherein the first inclined support bracket is arranged between at least two of the first cross beam, the first longitudinal beam, the second longitudinal beam and the second cross beam.

[0007] According to one embodiment of the present application, the tilt angle climbing formwork device further comprises a power component arranged between the first support part and the second longitudinal beam, the power component being used to drive the first support platform to move.

[0008] According to one embodiment of the present application, the first support part is provided with a cavity climbing formwork guide rail in the height direction, the power component is configured as a hydraulic cylinder, one end of the hydraulic cylinder is connected with the climbing formwork guide rail, the other end of the hydraulic cylinder is connected with the end of the second longitudinal beam, and the hydraulic cylinder is selectively telescopic to drive the first support platform to translate.

[0009] According to one embodiment of the present application, the tilt angle climbing formwork device further comprises a third inclined support bracket arranged between the translation beam body and the second support part, the length of the third inclined support bracket being adjustable to adjust the inclination angle of the second support part relative to the translation beam body.

[0010] According to one embodiment of the present application, the second support platform comprises: a third cross beam arranged at the top of the second cross beam, the third cross beam being provided with the moving track; a third longitudinal beam and a fourth longitudinal beam arranged on the third cross beam at intervals and hingedly connected to the third cross beam, respectively; and a fourth cross beam arranged between the third longitudinal beam and the fourth longitudinal beam; wherein the second inclined support bracket is arranged between at least two of the third cross beam, the third longitudinal beam, the fourth longitudinal beam and the fourth cross beam.

[0011] According to one embodiment of the present application, the fourth cross beam is configured as a plurality of fourth cross beams in the extension direction of the third longitudinal beam, each of the fourth cross beams being provided with a construction platform.

[0012] According to one embodiment of the present application, the tilt angle climbing formwork device further comprises a locking member arranged on at least one of the first support platform, the second support platform, the moving track, the translation beam body and the second support part, the locking member being used to lock the current structural state.

[0013] According to one embodiment of the present application, the inclination angle climbing formwork device further comprises a dynamic detection module, configured to receive the truss posture signal.

[0014] According to one embodiment of the present application, the inclination angle climbing formwork device further comprises a load detection module, arranged on at least one of the first support platform, the second support platform, the moving track, the translation beam body and the second support part, and configured to acquire the load of the corresponding beam body.

[0015] Additional aspects and advantages of the present application will be in part apparent and in part pointed out hereinafter. BRIEF DESCRIPTION OF DRAWINGS

[0016] The above and / or additional aspects and advantages of the present application will become apparent and be readily appreciated from the following description, including the appended drawings.

[0017] Fig. 1 is a structural schematic diagram of an inclination angle climbing formwork device according to one embodiment of the present application;

[0018] Fig. 2 is a working schematic diagram of the inclination angle climbing formwork device according to one embodiment of the present application moving on an inclined wall body;

[0019] Fig. 3 is a working schematic diagram of the inclination angle climbing formwork device according to one embodiment of the present application moving from the inclined wall body to a vertical cavity.

[0020] Reference Signs:

[0021] first support platform 100, first support part 110, first inclined support bracket 120,

[0022] first cross beam 101, first longitudinal beam 102, second longitudinal beam 103, second cross beam 104,

[0023] second support platform 200, second inclined support bracket 210, moving track 300, translation beam body 400, second support part 500

[0024] third cross beam 201, third longitudinal beam 202, fourth longitudinal beam 203, fourth cross beam 204,

[0025] hydraulic cylinder 610, climbing formwork guide rail 111, third inclined support bracket 700,

[0026] construction platform 800. DETAILED DESCRIPTION

[0027] Embodiments of the present application are described below in the detailed description and illustrated in the accompanying drawings by which like or similar elements, e.g., elements with the same or similar function, are identified with the same or similar reference characters. The embodiments described below are examples of embodiments of the present application and are not intended to limit the scope of the present application.

[0028] Reference is made to Figs. 1-3 A tilt angle climbing formwork device according to an embodiment of the present application is described below.

[0029] The tilt angle climbing formwork device according to the present application comprises a first support platform 100, a second support platform 200, a moving track 300, a translation beam body 400, a first support part 110 and a second support part 500. The first support platform 100 is provided with the first support part 110 for connecting to a wall. The first support platform 100 is provided with a first inclined support bracket 120. The length of the first inclined support bracket 120 is adjustable to adjust the tilt angle of the first support platform 100. The second support platform 200 is arranged on the top of the first support platform 100. The second support platform 200 is provided with a second inclined support bracket 210. The length of the second inclined support bracket 210 is adjustable to adjust the tilt angle of the second support platform 200. The moving track 300 is arranged on the second support platform 200 and extends in the direction of approaching or moving away from the wall. The translation beam body 400 is movably arranged on the moving track 300 to selectively approach or move away from the wall. The second support part 500 is connected to the translation beam body 400 and the angle of the second support part 500 relative to the translation beam body 400 is adjustable. The second support part 500 is used to cooperate with the wall.

[0030] In the present application, the first support platform 100 is arranged at the bottom of the entire tilt angle climbing formwork device. The first support part 110 arranged on the first support platform 100 is a fixed part for connecting to the wall, which is used to fix the tilt angle climbing formwork device to the vertical wall or the inclined wall, thereby realizing the stable connection of the tilt angle climbing formwork device and the support of the entire tilt angle climbing system. The first inclined support bracket 120 arranged on the first support platform 100 is used to improve the strength of the first support platform 100 and adjust the tilt angle of the first support platform 100. For example, the length of the first inclined support bracket 120 is adjusted to adjust the tilt direction of the first support platform 100 to adapt to the corresponding wall type.

[0031] The second support platform 200 is arranged on the top of the first support platform 100, and is used for construction to cast the wall body, and after the wall body casting work is completed, the second support platform 200 is further climbed according to the cast wall body, so that the whole inclined angle climbing formwork device can continuously move on the wall body to complete the continuous operation of the inclined angle climbing formwork device. The second support platform 200 is provided with a second inclined support bracket 210, which can be used to improve the structural strength of the second support platform 200, and at the same time, the second support platform 200 can be used to adjust the inclination angle to adapt to the corresponding wall body type. During the upward construction process, the second support platform 200 can be used to adapt to the corresponding wall body type by adjusting the second inclined support bracket 210. For example, when the top wall body is designed as an inclined wall body, the inclination direction and angle of the second support platform 200 are changed by controlling the elongation, shortening or inclination angle adjustment of the second inclined support bracket 210 to adapt to the corresponding wall body.

[0032] The moving track 300 is arranged on the second support platform 200 and extends in the direction close to or away from the wall body. The translation beam body 400 is movably arranged on the moving track 300. The second support part 500 is arranged on the translation beam body 400 and is connected with the translation beam body 400 and is adjustable in angle relative to the translation beam body 400. The second support part 500 is used to cooperate with the wall body. After the corresponding part of the wall body structure of the second support platform 200 is completed, the second support part 500 is connected and fixed with the wall body by moving the translation beam body 400, so as to further construct the top, and also can be used as the connection basis of the first support platform 100 in the next stage.

[0033] According to the inclined angle climbing formwork device of the present application, by arranging the first support platform 100, the second support platform 200 and the moving track 300 for moving, the inclination of the first support platform 100 and the second support platform 200 is adjusted, and the moving track 300 is used to adapt to the inclined wall body, so that the adaptability of the construction of the inclined wall body is solved. After the construction of the vertical cavity is completed, the inclined angle climbing formwork device is directly moved without disassembly. The inclined angle climbing formwork device can match the vertical wall body and the inclined wall body without disassembly, has strong adaptability, reduces the construction risk of disassembly, improves the construction safety, and shortens the construction period.

[0034] In some embodiments of the present application, the bottom of the first support platform 100 can be provided with adjustable support feet, which can be adjusted in height according to the needs of different construction stages, ensuring that the platform always remains horizontal. The first support part 110 provided on the first support platform 100 adopts a modular design, including a quickly detachable connecting assembly, which can not only form a rigid connection with the vertical wall, but also can adapt to the fixing needs of the inclined wall by adjusting the connection angle. The first support part 110 is internally integrated with a buffer device, which can absorb part of the vibration and impact during construction, improving the stability of the overall structure. The first inclined support bracket 120 adopts a multi-section telescopic structure, each section of the bracket is connected by a high-strength pin shaft, and the end of the bracket is equipped with a universal adjusting joint, so that the bracket can not only adjust the inclination angle of the first support platform 100 by changing the length, but also can be finely adjusted in multiple directions according to the change of the wall curvature. The surface of the bracket is provided with anti-skid lines to increase the friction force of the contact surface with the platform, preventing sliding under heavy load.

[0035] The second support platform 200 is fixed on the top of the first support platform 100 by detachable connecting pieces, and the platform surface is paved with anti-skid steel plates, and the edges are provided with foldable guardrails, which not only ensure construction safety but also do not affect material transportation. The platform is internally integrated with a hydraulic jacking system, which can automatically climb after completing the current layer construction. The second inclined support bracket 210 adopts a bidirectional adjustment design, and a knuckle bearing is arranged in the middle of the bracket, so that the bracket can not only adjust the length, but also change the support angle within a certain range. This design enables the second support platform 200 to adapt to more complex wall changes. When encountering a continuously changing curved wall, by adjusting multiple inclined support brackets, the platform posture can be accurately controlled. The platform bottom can be provided with guide wheel sets, which move along the pre-installed guide rail during climbing, ensuring the accuracy of the climbing track.

[0036] According to an embodiment of the present application, the first support platform 100 includes a first cross beam 101, a first longitudinal beam 102, a second longitudinal beam 103, and a second cross beam 104, the first cross beam 101 is horizontally arranged, the first longitudinal beam 102 is arranged at the outer end of the first cross beam 101 and hinged to the first cross beam 101, the second longitudinal beam 103 is arranged at the inner end of the first cross beam 101 and hinged to the first cross beam 101, the first support part 110 is arranged on the second longitudinal beam 103, and the second cross beam 104 is hingedly connected to the top of the first longitudinal beam 102 and the second longitudinal beam 103; wherein the first inclined support bracket 120 is arranged between at least two of the first cross beam 101, the first longitudinal beam 102, the second longitudinal beam 103, and the second cross beam 104.

[0037] The first cross beam 101 is horizontally arranged as a foundation bearing beam, and the two ends thereof are connected with the first longitudinal beam 102 and the second longitudinal beam 103 through hinges respectively, forming an angle-adjustable supporting unit. The first longitudinal beam 102 is located at the outer side of the structure and can adopt a box section or an I-shaped design to enhance the bending resistance; the second longitudinal beam 103 is located at the inner side close to the wall body, and the first supporting part 110 arranged at the top end thereof comprises a rotatable connecting disc and a locking device, which can adapt to the connection requirements of the wall body at different angles. The second cross beam 104 is arranged on the top of the first longitudinal beam 102 and the second longitudinal beam 103, and forms a complete stress closed loop with the two longitudinal beams. The four main beams are connected through the first inclined support 120 to realize multi-directional support. The first inclined support 120 can adopt a bidirectional hydraulic cylinder design, which can be used as a rigid support and can also be adjusted in length, so that the whole platform can adjust the overall inclination angle of the first supporting platform 100 according to the construction requirements. When encountering an inclined wall body, the extension amount of each inclined support can be adjusted to make the first supporting platform 100 as a whole to change the inclination angle, while keeping the stress of each connection node balanced. This unique hinged frame design not only ensures the stability of the structure, but also provides sufficient adjustment freedom, so that the climbing formwork system can adapt to complex and variable construction conditions.

[0038] According to one embodiment of the present application, the inclination climbing formwork device further comprises a power component arranged between the first supporting part 110 and the second longitudinal beam 103. The power component can adopt a hydraulic drive system, including a hydraulic cylinder, a hydraulic pump station and a control valve group, and is connected with the first supporting part 110 through a hydraulic pipeline. The piston rod end of the power component is connected with the first supporting part 110 through a hinge, and the cylinder body end is fixed on the second longitudinal beam 103 through an adjustable support, forming a multi-directional adjustable driving mechanism. The power component is used to drive the first supporting platform 100 to move up or down along the wall surface, and has an adjustable stroke and a self-locking function, which can be locked at any position. The control system of the power component is integrated with a pressure sensor and a displacement sensor, which can monitor the driving force and displacement in real time, and is linked with the general control system of the inclination climbing formwork device to realize synchronous control and overload protection. The working pressure of the power component is adjustable to adapt to the smooth driving requirements under different load conditions, and the manual pump can be used for emergency operation in case of power failure.

[0039] According to the inclination climbing formwork device of the present application, the power component is arranged to realize the climbing function of the inclination climbing formwork device, so that the inclination climbing formwork device can continuously climb on the wall body for continuous construction.

[0040] According to one embodiment of the present application, the first support part 110 is provided with a climbing form guide rail 111 extending along the wall in the height direction. The climbing form guide rail 111 can be made of high-strength alloy steel, and the surface is hardened and provided with a wear-resistant sliding groove. The climbing form guide rail 111 is fixed to the side of the first support part 110 by an adjustable support, and the length can be modularly spliced and extended according to the construction requirements. The climbing form guide rail 111 can be provided with a positioning clamping groove, which facilitates accurate control of the moving position and stage limiting to ensure the safety of climbing.

[0041] The piston rod end of the hydraulic cylinder body 610 is connected with the climbing form guide rail 111 and can smoothly slide on the climbing form guide rail 111. The other end of the hydraulic cylinder body 610 is connected with the end of the second longitudinal beam 103 through a universal joint, and a stress sensing device is arranged at the connection point to monitor the stress state in real time. The hydraulic cylinder body 610 is provided with a pressure maintaining valve and a mechanical locking device to ensure reliable locking at any intermediate position. When the hydraulic cylinder body 610 is extended or retracted, the whole first support platform 100 is driven to move smoothly by the guiding action of the climbing form guide rail 111, and the connection nodes keep coordinated movement during the moving process to avoid additional stress on the structure. The system is also provided with a displacement limiting protection device which can automatically stop when the preset stroke limit is reached, ensuring the safety of construction.

[0042] The climbing form guide rail 111 system arranged on the first support part 110 along the height direction of the wall is a key guiding mechanism for the continuous climbing operation of the inclined angle climbing form device. The climbing form guide rail 111 is designed in a segmented manner, and the length of each segment is matched with the standard construction layer height. The segments can be connected in length by high-strength bolts as the construction progresses. The cross section of the guide rail is in the shape of an I-beam, and guide grooves are arranged on both sides to precisely cooperate with the roller set of the hydraulic climbing device, ensuring that there is no deviation during the climbing process.

[0043] The main function of the climbing form guide rail 111 is to guide the whole climbing form system to vertically climb along the wall. When the current layer construction is completed, the hydraulic cylinder body 610 starts to work, and the piston rod pushes the first support platform 100 to move upwards along the climbing form guide rail 111. The connection device at the top of the climbing form guide rail 111 can be fixed in advance at the top of the wall to be constructed as the force point for climbing.

[0044] The guide rail system is equipped with intelligent monitoring devices that can feedback the climbing height, speed and stress state in real time. When the inclined angle climbing form device reaches the predetermined height, the locking mechanism at the top of the guide rail is automatically activated to fix the whole system at the new working position. At this time, the construction personnel can continue to carry out the steel binding, formwork setting and concrete pouring and other operations at the new working height. The extension design of the guide rail enables the climbing form system to realize continuous climbing without disassembly, greatly improving the efficiency of super high-rise core tube construction.

[0045] According to one embodiment of the present application, the inclination angle climbing formwork device further comprises a third diagonal support bracket 700, which is arranged between the translation beam body 400 and the second support part 500. The length of the third diagonal support bracket 700 is adjustable to adjust the inclination angle of the second support part 500 relative to the translation beam body 400.

[0046] The third diagonal support bracket 700 adopts a bidirectional hydraulic adjusting mechanism, the two ends of which are connected with the translation beam body 400 and the second support part 500 through hinges respectively, forming an inclination angle adjustable support system for matching walls with different inclination angles. The adjusting range of the third diagonal support bracket 700 can reach ±30°, which can accurately control the posture of the second support part 500 relative to the translation beam body 400. The third diagonal support bracket 700 can be integrated with a high-precision inclination angle sensor inside, which can monitor the change of the support angle in real time and feed back the data to the central control system.

[0047] The third diagonal support bracket 700 serves as a rigid support component on one hand, which bears the vertical load and horizontal thrust from the second support part 500 during the construction process. On the other hand, it serves as an angle adjusting mechanism, which adjusts the length of the third diagonal support bracket 700 through the hydraulic system when encountering inclined or curved walls, thereby driving the second support part 500 to produce corresponding angle changes, ensuring that the support surface completely matches the wall.

[0048] In addition, a rust-proof coating is arranged on the surface of the bracket, and a reinforcing rib plate is arranged at the key stress position to ensure the structural reliability during repeated adjustment. The third diagonal support bracket 700 forms a linkage mechanism with the moving track 300 and the translation beam body 400, which can adjust the length of the third diagonal support bracket 700 synchronously when the translation beam body 400 moves along the track, so that the second support part 500 always maintains the optimal working angle. Buffer devices are arranged at the connection positions of the two ends of the third diagonal support bracket 700, which can effectively absorb the vibration and impact load during the construction process. In addition, the bracket is also equipped with a mechanical locking device, which can be manually locked when the hydraulic system fails to ensure the safety of the construction. Therefore, the inclination angle climbing formwork device of the present application has good adaptability to complex walls, and the construction process is more efficient and accurate.

[0049] According to one embodiment of the present application, the second support platform 200 comprises a third cross beam 201, a third longitudinal beam 202, a fourth longitudinal beam 203 and a fourth cross beam 204. The third cross beam 201 is arranged on the top of the second cross beam 104, and the moving track 300 is arranged on the third cross beam 201. The third longitudinal beam 202 and the fourth longitudinal beam 203 are arranged on the third cross beam 201 in a spaced manner and are hingedly connected with the third cross beam 201 respectively. The fourth cross beam 204 is arranged between the third longitudinal beam 202 and the fourth longitudinal beam 203. The second diagonal support bracket 210 is arranged in at least two of the third cross beam 201, the third longitudinal beam 202, the fourth longitudinal beam 203 and the fourth cross beam 204.

[0050] The second support platform 200 adopts a modular variable truss structure, mainly composed of a third cross beam 201, a third longitudinal beam 202, a fourth longitudinal beam 203 and a fourth cross beam 204 to form a space stress system. The third cross beam 201 serves as a platform foundation load-bearing beam and is fixed at the top of the second cross beam 104 through a high-strength connecting piece. A moving track 300 arranged on the upper part of the third cross beam 201 can adopt a composite profile with self-lubricating function, and anti-derailing baffles are arranged on both sides of the track. The third longitudinal beam 202 and the fourth longitudinal beam 203 are symmetrically distributed and connected with the third cross beam 201 through heavy hinges to form an adjustable angle support frame. The longitudinal beam adopts a box section design and is internally provided with stiffening rib plates to ensure sufficient bending and torsional stiffness when bearing construction loads.

[0051] The fourth cross beam 204 serves as a main load-bearing member of the second support platform 200 and is connected with the longitudinal beams on both sides through detachable joints to form a complete stress closed loop. The fourth cross beam 204 is paved with anti-skid steel plates, and the edges are provided with foldable guardrail systems to provide a safe operation space for construction personnel. The second diagonal brace support 210 adopts a bidirectional hydraulic adjusting mechanism, the two ends of which are connected between different frame nodes through universal joints, and can be connected between the third cross beam 201 and the third longitudinal beam 202, the third cross beam 201 and the fourth longitudinal beam 203, or the longitudinal beam and the fourth cross beam 204 in various combinations according to construction needs.

[0052] This modular design enables the second support platform 200 to have multiple working mode conversion capabilities: when constructing a vertical wall, the components remain in a rectangular arrangement; when encountering an inclined wall, the length of the second diagonal brace support 210 can be adjusted to change the inclination angle of the entire platform. Stress monitoring devices can be arranged at all connection nodes to provide real-time feedback on the stress state of the structure. The platform is integrated with a hydraulic jacking system at the bottom, which works in cooperation with the power components of the first support platform 100 to realize smooth climbing of the entire climbing formwork device. This structural design not only ensures the stability of the construction platform 800, but also provides sufficient adjustment freedom to adapt to the complex and variable super high-rise building construction needs.

[0053] According to one embodiment of the present application, the fourth cross beam 204 is configured as a plurality of fourth cross beams 204 extending in the direction of the third longitudinal beam 202, and each fourth cross beam 204 is provided with a construction platform 800.

[0054] According to one embodiment of the present application, the fourth cross beam 204 adopts a segmented arrangement, and a plurality of parallel arranged cross beam members are arranged along the extension direction of the third longitudinal beam 202. These cross beam members can be connected with the third longitudinal beam 202 and the fourth longitudinal beam 203 on both sides through standardized connection nodes to form an integral platform support system. Each fourth cross beam 204 is provided with an independent work platform unit on the upper part, and these platform units are connected to each other to form a complete construction operation plane.

[0055] Each operation platform unit adopts a modular design and can be flexibly combined and adjusted according to actual construction needs. The platform units are fixed to each other through detachable connecting members, which not only ensures the overall stability but also facilitates local maintenance and replacement. Each platform unit is provided with perfect safety protection facilities, including an adjustable height guardrail system and a non-slip working surface, to ensure the safe operation of construction personnel.

[0056] The platform structure supported by the plurality of fourth cross beams 204 disperses the overall load to multiple support points, greatly improving the safety and stability of the structure. Secondly, the segmented platform arrangement allows for local adjustment and maintenance during construction without affecting the overall construction progress. Furthermore, the modular design allows the platform to be flexibly configured according to the needs of different construction stages, which can be used for concrete pouring operations, as well as steel binding and formwork installation.

[0057] The platform units are coordinated and linked, and synchronous lifting and angle adjustment are realized through a unified control system. When encountering special structural parts, the position and angle of a certain platform unit can be adjusted individually to ensure adhesion to the building structure. This greatly improves the adaptability of the climbing formwork system to complex building structures, making the construction of super high-rise buildings more efficient and safe.

[0058] According to one embodiment of the present application, the inclined angle climbing formwork device further comprises a locking member arranged on at least one of the first support platform 100, the second support platform 200, the moving track 300, the translation beam body 400 and the second support part 500, and the locking member is used for locking the current structure state.

[0059] According to one embodiment of the present application, the inclined angle climbing formwork device is equipped with a multiple safety locking system, which can be composed of locking members distributed at key positions. These locking members adopt a mechanical-hydraulic double locking principle to ensure that each component remains in a stable state during construction. A heavy self-locking anchoring device is arranged at the connection between the first support platform 100 and the wall, which automatically locks the connection node when the platform is in place. A hydraulic locking valve is configured at the inclined support bracket node of the second support platform 200, which can realize rigid fixation at any angle. Anti-retraction blocks are installed at both ends of the moving track 300, which cooperate with the clamping groove of the translation beam body 400 to form mechanical limiting.

[0060] The specially designed second support part 500 locking mechanism includes an angle lock and a pressure maintaining device, which can be automatically locked after the support surface is attached to the wall. All locking parts are redundantly designed, and the standby lock can be immediately activated when the main lock fails. The system is equipped with a central monitoring unit, which displays the status of each locking part in real time and automatically alarms in abnormal situations. In the event of a hydraulic power interruption, the locking parts can be operated by a manual emergency device to ensure construction safety. This comprehensive locking system enables the tilt angle formwork device to remain absolutely stable during high-altitude operations, providing reliable protection for complex construction conditions.

[0061] In some embodiments, the locking parts are bolts and / or latches, and the tilt angle formwork device is equipped with multiple mechanical locking parts designed with pure mechanical structures to ensure reliable locking function under various conditions. At the connection node between the first support platform 100 and the wall, a high-strength bolt locking system can be used to achieve permanent fixation through specially designed gaskets and lock nuts. The hinge points of the platform components are equipped with quick latch devices, the pin shafts of which are specially hardened and have self-locking spring buckles that automatically lock after insertion and do not fall out.

[0062] The movable track 300 system uses a combined locking design, with positioning latches at the track joints to ensure accurate docking of multiple tracks; adjustable stop bolts are installed on the translation beam 400 to lock at any position on the track. The angle adjustment mechanism of the second support part 500 is equipped with a multi-hole locking plate that fixes different angle positions through latches. All mechanical locking parts are rust-proof treated, and lubrication injection holes are provided at key positions for long-term maintenance. This pure mechanical locking system does not rely on hydraulic or electrical power, has extremely high reliability, and can ensure structural stability even in extreme conditions, providing double safety protection for high-altitude operations.

[0063] According to one embodiment of the present application, the tilt angle formwork device further comprises a dynamic detection module for receiving truss posture signals, which uses multi-sensor fusion technology to achieve comprehensive monitoring of the state of the truss body. The core of the dynamic detection module is a distributed sensor network composed of high-precision Beidou positioning terminals, inertial measurement units, and strain sensors. The Beidou satellite navigation system provides an absolute position reference, achieving millimeter-level positioning accuracy through carrier phase differential positioning technology, and cooperating with the inertial navigation unit to track the three-dimensional displacement and angle changes of the truss body in real time.

[0064] The system arranges an array of optical fiber strain sensors at key stress nodes to continuously monitor the stress distribution of the structure at a sampling frequency of 10 Hz. All sensor data can be collected to the processor through the wireless transmission module, and a three-dimensional model of the truss body posture is generated after processing. The monitoring system has an intelligent early warning function, which automatically triggers an audible and visual alarm when the inclination exceeds the preset angle or the stress is abnormal, and pushes the alarm information to the administrator's terminal through the network.

[0065] The dynamic monitoring module adopts shockproof and waterproof design, and is suitable for harsh environments on construction sites. The system is equipped with an uninterruptible power supply to ensure continuous monitoring. All monitoring data is stored in real time, and construction log reports are generated to provide a basis for quality traceability. By combining precise digital monitoring with traditional mechanical locking systems, the safety control level of super high-rise building construction is greatly improved.

[0066] According to one embodiment of the present application, the inclination angle climbing formwork device further comprises a load detection module arranged on at least one of the first support platform 100, the second support platform 200, the moving track 300, the translation beam body 400 and the second support part 500, and the load detection module is used for acquiring the load of the corresponding beam body.

[0067] According to one embodiment of the present application, the inclination angle climbing formwork device is configured with a load monitoring system composed of distributed load detection modules, which comprehensively covers key load-bearing components. High-precision weighing sensors are embedded in the support foot of the first support platform 100 to monitor the platform foundation load distribution in real time; strain force sensors are installed at the main beam connection nodes of the second support platform 200 to collect dynamic load data during platform operation; pressure sensor arrays are arranged on the contact surfaces of the moving track 300 and the translation beam body 400 to record the contact force changes during movement; and multi-dimensional force sensors are arranged on the connection interfaces of the second support part 500 to measure the interaction force with the wall.

[0068] The inclination angle climbing formwork device provided by the present application realizes self-adaptive angle adjustment during the construction of super high-rise building core tubes through innovative structural design and integration of intelligent monitoring systems. Through the adjustable inclined support bracket design of the first support platform 100 and the second support platform 200, combined with the multi-directional hinged truss structure, self-adaptive adjustment of any inclined wall within a large range of multiple angles is realized. The modularized climbing formwork guide rail 111 system and hydraulic drive components enable the frame body to complete continuous angle adjustment from "vertical-inclined-vertical" without disassembly, solving the technical problem of repeated disassembly of traditional climbing formwork in variable diameter sections, and improving construction efficiency.

[0069] The redundant locking system composed of mechanical locking parts and hydraulic locking devices ensures that each component remains stable during static construction and dynamic climbing stages. The dynamic monitoring module tracks the frame body posture and stress changes in real time through Beidou positioning (error ≤1mm) and 10Hz high-frequency sampling, and combines with the distributed load detection system (accuracy ±0.5% FS) to build a "mechanical-hydraulic-digital" triple protection system, and the risk early warning is accurate.

[0070] The monitoring data of the multi-sensor fusion is transmitted to the management platform in real time through a network, visual monitoring and digital archiving of the construction process are realized, the intelligent early warning system can predict load abnormalities in advance, and the hydraulic system automatically adjusts the platform posture according to the monitoring data, so that the construction precision is improved.

[0071] Reference will now be made to Fig. 2 The operation process of the tilt angle climbing form device moving on the inclined wall body is described.

[0072] The climbing form upper truss and the operation platform are installed on the F52 wall body, and the F53 core barrel is further constructed: the F53 wall body reinforcement is bound, the core barrel outer form and embedded parts are installed, and the concrete is poured. Further, the F55 wall body reinforcement is bound, the F53 wall form is demolded, the climbing form wall-attached support and the climbing guide rail are installed. Further, the climbing form frame body is climbed to the F53 wall body, and the F54 core barrel wall body concrete is constructed.

[0073] Reference will now be made to Fig. 3 The operation process of the tilt angle climbing form device moving on the inclined wall body is described.

[0074] The F55 core barrel wall body concrete is constructed after the climbing form frame body is climbed to the F54 wall body. Further, the climbing form upper frame body and the formwork are adjusted to the vertical state, and the formwork is demolded. Further, the climbing form guide rail 111 is removed after the climbing form frame body is climbed to the F55 wall body. Further, the F56 core barrel wall body concrete is constructed after the climbing form guide rail 111 is removed after the climbing form frame body is climbed to the F55 wall body. Further, the F56 core barrel wall body concrete is constructed after the climbing form stops climbing and the outer formwork is hoisted.

[0075] In the description of the present application, it should be understood that the orientations or positional relationships indicated by the terms "center", "longitudinal", "transverse", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential" and the like are based on the orientations or positional relationships shown in the drawings, and are only for the convenience of describing the present application and simplifying the description, and therefore cannot be understood as indicating or implying that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as limiting the present application.

[0076] In the description of the present application, "first feature" and "second feature" can include one or more features.

[0077] In the description of the present application, "a plurality of" means two or more.

[0078] In the description of the application, a first feature being "on", "above", or "on top" of a second feature can include the first and second features being directly in contact, or the first and second features not being directly in contact but being in contact through another feature between them.

[0079] In the description of the application, a first feature being "on", "above", and "on top" of a second feature includes the first feature being directly on, above, and on top of the second feature, or just means the first feature being horizontally higher than the second feature.

[0080] In the description of the application, the description of the reference terms "one embodiment", "some embodiments", "exemplary embodiment", "example", "specific example", or "some examples" etc. means that the specific features, structures, materials or characteristics described in connection with the embodiment or example are included in at least one embodiment or example of the application. In the description of the application, the exemplary description of the above terms does not necessarily mean the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable manner.

[0081] Although the embodiments of the application have been shown and described, it is to be understood that various modifications, substitutions, replacements and changes can be made to these embodiments without departing from the principles and spirit of the application, and the scope of the application is defined by the claims and their equivalents.

Claims

1. A tilt angle creeper device, characterized in that, The application relates to a wall body supporting device, which comprises: a first supporting platform, wherein a first supporting part for connecting a wall body is arranged on the first supporting platform, and a first inclined supporting bracket is arranged on the first supporting platform, and the length of the first inclined supporting bracket is adjustable to adjust the inclination angle of the first supporting platform; a second supporting platform, wherein the second supporting platform is arranged on the top of the first supporting platform, a second inclined supporting bracket is arranged on the second supporting platform, and the length of the second inclined supporting bracket is adjustable to adjust the inclination angle of the second supporting platform; a moving track, wherein the moving track is arranged on the second supporting platform and extends in the direction of approaching or moving away from the wall body; a translation beam body, wherein the translation beam body is movably arranged on the moving track to selectively approach or move away from the wall body; a second supporting part, wherein the second supporting part is connected with the translation beam body and the angle of the second supporting part relative to the translation beam body is adjustable, and the second supporting part is used for cooperating with the wall body.

2. The inclination angle climbing formwork device according to claim 1, characterized in that, The first supporting platform comprises: a first horizontal beam, wherein the first horizontal beam is horizontally arranged; a first vertical beam, wherein the first vertical beam is arranged on the outer end of the first horizontal beam and is hingedly connected with the first horizontal beam; a second vertical beam, wherein the second vertical beam is arranged on the inner end of the first horizontal beam and is hingedly connected with the first horizontal beam, and a first supporting part is arranged on the second vertical beam; a second horizontal beam, wherein the second horizontal beam is hingedly connected with the top of the first vertical beam and the second vertical beam respectively; and the first inclined supporting bracket is arranged between at least two of the first horizontal beam, the first vertical beam, the second vertical beam and the second horizontal beam.

3. The inclination angle climbing formwork device according to claim 2, characterized in that, Further comprising: a power component, wherein the power component is arranged between the first supporting part and the second vertical beam, and the power component is used for driving the first supporting platform to move.

4. The inclination angle climbing formwork device according to claim 3, characterized in that, The first supporting part is provided with a cavity climbing formwork guide rail in the height direction, the power component is configured as a hydraulic cylinder body, one end of the hydraulic cylinder body is connected with the climbing formwork guide rail, the other end of the hydraulic cylinder body is connected with the end of the second vertical beam, and the hydraulic cylinder body is selectively telescopic to drive the first supporting platform to translate.

5. The inclination angle climbing formwork device according to claim 2, characterized in that, Further comprising: a third inclined supporting bracket, wherein the third inclined supporting bracket is arranged between the translation beam body and the second supporting part, and the length of the third inclined supporting bracket is adjustable to adjust the inclination angle of the second supporting part relative to the translation beam body.

6. The inclination angle climbing formwork device according to claim 5, characterized in that, The second supporting platform comprises: a third horizontal beam, wherein the third horizontal beam is arranged on the top of the second horizontal beam, and the moving track is arranged on the third horizontal beam; a third vertical beam and a fourth vertical beam, wherein the third vertical beam and the fourth vertical beam are respectively arranged on the third horizontal beam in a spaced manner and are respectively hingedly connected with the third horizontal beam; a fourth horizontal beam, wherein the fourth horizontal beam is arranged between the third vertical beam and the fourth vertical beam; and the second inclined supporting bracket is arranged between at least two of the third horizontal beam, the third vertical beam, the fourth vertical beam and the fourth horizontal beam.

7. The inclination angle climbing formwork device according to claim 6, characterized in that The fourth horizontal beam is configured as a plurality of fourth horizontal beams in the extending direction of the third vertical beam, and each fourth horizontal beam is provided with a construction platform.

8. The inclination angle climbing formwork device according to claim 1, characterized in that, Further comprising: Locking pieces are arranged on at least one of the first support platform, the second support platform, the moving track, the translation beam body and the second support part, and are used for locking the current structure state.

9. The inclination angle climbing formwork device according to any one of claims 1-8, characterized in that, Further comprising: A dynamic detection module is arranged on at least one of the first support platform, the second support platform, the moving track, the translation beam body and the second support part, and is used for acquiring the load of the corresponding beam body.

10. The inclination angle climbing formwork device according to claim 9, characterized in that, Further comprising: A dynamic detection module is arranged on at least one of the first support platform, the second support platform, the moving track, the translation beam body and the second support part, and is used for acquiring the load of the corresponding beam body.

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