Construction system with adjustable construction range

Abstract

The application discloses a construction system with adjustable construction range, which is applied to a construction integrated platform and comprises a truss installed in the construction integrated platform, a bottom end of the truss being provided with a lower chord of the truss, a first sliding beam being installed on the lower chord of the truss through a first connecting structure, a second sliding beam being rotatably connected with the first connecting structure through a second connecting structure, and the second sliding beam being fixedly connected with the first sliding beam through a fixing structure when the second sliding beam is rotated to be aligned with an end surface of the first sliding beam, so as to serve as an extension sliding beam of the first sliding beam, a hanger and a formwork being slid on the lower side of the first sliding beam through a pulley assembly and a steel wire rope, and the hanger and the formwork being used as a construction operation area for performing construction operation on a structure to be constructed. By using the application, the first sliding beam in the construction integrated platform can be detachably extended, the construction operation range of the construction integrated platform is effectively expanded, and the interference and collision problems existing in the construction process are solved.

Description

Technical Field

[0001] This invention relates to the field of building construction technology, and in particular to a construction system with an adjustable construction range. Background Technology

[0002] In high-rise structure construction, a self-climbing integrated platform for top formwork construction is typically used. The platform's truss is used to suspend scaffolding and formwork via I-beams. During normal construction, the scaffolding or formwork moves along the I-beams to approach the construction area for work. However, during the lifting process of the integrated platform, the scaffolding or formwork needs to be moved away from the construction area to avoid collisions during the lifting process.

[0003] However, in high-rise structure construction, the wall thickness of the main structure often gradually decreases with the increase of structural height, resulting in significant shrinkage on the outer side of the walls. If the inward shrinkage of the walls is too large, the movement distance of the scaffolding or formwork will not meet the construction requirements, thus preventing it from approaching the construction area for work. To solve this problem, related technologies typically involve welding and extending the sliding beams of the scaffolding or formwork used to suspend the work area in the integrated construction platform. This allows the work area of ​​the integrated construction platform to expand along the welded and extended sliding beams, thereby meeting the construction needs of high-rise structures.

[0004] However, using welding to add sections of the sliding beam to the construction integration platform in high-rise structures presents challenges such as long construction time, poor welding conditions, high safety risks, and the generation of large amounts of waste gas that pollute the environment. Furthermore, if interference or collisions occur at the extended sliding beam during construction, or if the extended sliding beam needs to be removed to increase the hoisting space of the construction integration platform, and if the main structure experiences significant shrinkage, the later-stage movement length of the construction integration platform's working area may not meet construction requirements. This makes the welded extended sliding beam difficult to dismantle and modify later, resulting in poor versatility and inability to adapt to different construction conditions. Summary of the Invention

[0005] The purpose of this invention is to provide a construction system with an adjustable construction range to solve the technical problem that existing integrated construction platforms cannot meet construction requirements when the outer wall shrinkage of high-rise structures is large.

[0006] To achieve the above objectives, embodiments of the present invention provide a construction system with an adjustable construction range, applied to a construction integration platform, comprising:

[0007] A truss is installed in the construction integration platform, and the bottom end of the truss is provided with a lower chord.

[0008] The first sliding beam is installed on the lower chord of the truss via a first connecting structure;

[0009] The second slide beam is rotatably connected to the first connecting structure via a second connecting structure, and when the second slide beam rotates to be aligned with the end face of the first slide beam, it is fixedly connected to the first slide beam via a fixing structure, thus serving as an extension slide beam of the first slide beam;

[0010] The hanging frame and template are slidably installed below the first sliding beam via pulley assembly and wire rope. The hanging frame and template are used as the construction work area for the structure to be constructed.

[0011] In some embodiments, the first end of the second connecting structure and the first connecting structure are respectively provided with matching first mounting holes, and the second end of the second connecting structure is fixedly connected to the second sliding beam.

[0012] The second connecting structure is rotatably connected to the first connecting structure by a pin passing through the first end and the corresponding first mounting hole on the first connecting structure.

[0013] In some embodiments, the first connection structure includes a welding module, which is welded to the upper end face of the lower chord of the truss in a direction perpendicular to the extension of the lower chord of the truss.

[0014] The non-welding portion of the welding module is provided with the first mounting hole, and the second connecting structure is rotatably connected to the welding module by passing the pin through the first end and the corresponding first mounting hole on the welding module.

[0015] In some embodiments, the welding module includes two connecting plates, each of which has a corresponding first mounting hole, and a second connecting structure is disposed between the two connecting plates. The pin passes through both the second connecting structure and the corresponding first mounting holes on the two connecting plates.

[0016] In some embodiments, the first connection structure includes a clamping module, the clamping module including a lower slot base, a first upper connecting plate and a second upper connecting plate;

[0017] The lower slot base has a first side and a second side. The first side of the lower slot base is provided with an upper sliding groove, and the second side of the lower slot base is provided with a lower slot. The lower slot is used to engage the upper flange plate of the first sliding beam, and the engagement position of the lower slot on the upper flange plate of the first sliding beam is adjustable.

[0018] The first upper connecting plate and the second upper connecting plate are respectively connected to the first side wall and the second side wall opposite to the upper sliding groove. A first transverse upper groove is formed between the first upper connecting plate and the bottom wall of the upper sliding groove, and a second transverse upper groove is formed between the second upper connecting plate and the bottom wall of the upper sliding groove. A middle upper groove is spaced between the first transverse upper groove and the second transverse upper groove. The first transverse upper groove, the second transverse upper groove and the middle upper groove constitute an upper groove. The upper groove is used to engage the lower flange plate of the lower chord of the truss, and the engagement position of the upper groove on the lower flange plate of the lower chord of the truss is adjustable.

[0019] The second upper connecting plate is provided with the first mounting hole, and the second connecting structure is rotatably connected to the clamp module by means of the pin passing through the first mounting hole corresponding to the first end and the second upper connecting plate.

[0020] In some embodiments, the first upper connecting plate is detachably connected to the first side wall of the upper slide groove; the second upper connecting plate is fixedly connected to the second side wall of the upper slide groove, or is detachably connected to the second side wall of the upper slide groove.

[0021] In some embodiments, the clamp module further includes:

[0022] A clamping structure is used to fix the upper slot in the snap-fit ​​position on the lower chord of the truss.

[0023] In some embodiments, the fixing structure fixes the first slide beam and the second slide beam together by means of a bolt structure and corresponding second mounting holes on the first slide beam and the second slide beam. The bolt structure is used to fix or release the connection between the first slide beam and the second slide beam.

[0024] In some embodiments, the construction system with adjustable construction range further includes two triangular plates;

[0025] The triangular plates are respectively disposed on the lower end faces of the first slide beam and the second slide beam, and the two triangular plates are close to each other when the first slide beam and the second slide beam are fixedly connected;

[0026] Each of the two triangular plates is provided with a corresponding third mounting hole, which is used to fix the two triangular plates together by means of a bolt structure when the two triangular plates are close to each other.

[0027] In some embodiments, the construction system with adjustable construction range further includes a limiting plate, which is fixed on the slide rail of the second slide beam and is used to restrict the movement of the pulleys on the second slide beam.

[0028] This invention provides a construction system with an adjustable construction range. A second connecting structure is rotatably connected to a first connecting structure, allowing a second sliding beam connected to the second connecting structure to rotate. When the second sliding beam rotates to align with the end face of the first sliding beam, a fixing structure secures the second sliding beam to the first sliding beam, serving as an extension of the first sliding beam. This enables the detachable addition of sections to the first sliding beam in the construction integration platform, effectively expanding the construction operation range of the platform and resolving interference and collision problems during construction. Attached Figure Description

[0029] Figures 1a-1c This is a schematic diagram of an application scenario of the construction system provided in an embodiment of the present invention;

[0030] Figure 2a This is a schematic diagram of a first partial structure of the construction system with adjustable construction range provided in an embodiment of the present invention;

[0031] Figure 2b This is a schematic diagram of a second partial structure of the construction system with adjustable construction range provided in an embodiment of the present invention;

[0032] Figure 3a and Figure 3b This is a schematic diagram of the second connection structure provided in the embodiment of the present invention in the case of flipping.

[0033] Figure 4a This is provided by the embodiments of the present invention. Figure 2a The left view;

[0034] Figure 4b This is provided by the embodiments of the present invention. Figure 2b The left view;

[0035] Figure 5 This is a schematic diagram of a fixture module provided in an embodiment of the present invention;

[0036] Figure 6 This is another structural schematic diagram of the clamp module provided in an embodiment of the present invention;

[0037] Figure 7 This is a schematic diagram of the third structure of the clamping module provided in the embodiment of the present invention;

[0038] Figures 8a-8b This is a schematic diagram of another application scenario of the construction system provided in this embodiment of the invention;

[0039] The reference numerals in the attached figures are as follows:

[0040] 100. Adjustable construction range construction system; 110. Second connection structure; 120. First connection structure; 130. Fixed structure; 140. Truss; 150. First sliding beam; 160. Second sliding beam; 171. Hanger; 182. Formwork; 180. Triangular plate; 191. Stiffening plate; 192. Limiting plate;

[0041] 121. Lower slot base; 122. First upper connecting plate; 123. Second upper connecting plate; 124. Tightening structure; 125. Limiting structure;

[0042] 1211, Upper sliding groove; 1211A, First side wall; 1211B, Second side wall; 1211C, Bottom wall; 1212, Lower slot;

[0043] 1241. Tightening rod; 1242. Nut; 1243. Retaining ring structure;

[0044] 200. Pulley assembly; 300. Steel wire rope; 400. Structure to be constructed; 500. Pin; 600. Bolt structure; 700. Welded block; 800. Cotter pin;

[0045] H1, First mounting hole; H2, Second mounting hole; H3, Third mounting hole; H4, Lifting hole; H5, Positioning hole; H6, Plain hole; H7, Threaded hole;

[0046] C. Upper card slot; C1. First horizontal upper card slot; C2. Second horizontal upper card slot; C3. Middle upper card slot. Detailed Implementation

[0047] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0048] The term "comprising" and its variations as used herein are open-ended inclusions, meaning "including but not limited to". The term "based on" means "at least partially based on". The term "one embodiment" means "at least one embodiment"; the term "another embodiment" means "at least one additional embodiment"; the term "some embodiments" means "at least some embodiments". Definitions of other terms will be given in the description below.

[0049] In related technologies, high-rise structure construction typically employs self-climbing integrated top-formwork construction platforms. These platforms use I-beams suspended from a steel truss to suspend the formwork and support structures. During normal construction, the support structures or formwork are moved along the I-beams to approach the construction area for work. However, during the lifting process of the integrated top-formwork construction platform, the support structures or formwork need to be moved away from the construction area to avoid collisions during the lifting process.

[0050] However, in high-rise structure construction, the wall thickness of the main structure often gradually decreases with the increase of structural height, resulting in significant shrinkage on the outer side of the walls. If the inward shrinkage of the walls is too large, the movement distance of the scaffolding or formwork will not meet the construction requirements, thus preventing it from approaching the construction area for work. To solve this problem, related technologies typically involve welding and extending the sliding beams of the scaffolding or formwork used to suspend the work area in the integrated construction platform. This allows the work area of ​​the integrated construction platform to expand along the welded and extended sliding beams, thereby meeting the construction needs of high-rise structures.

[0051] However, using welding to add sections of the sliding beam to the construction integration platform in high-rise structures presents challenges such as long construction time, poor welding conditions, high safety risks, and the generation of large amounts of waste gas that pollute the environment. Furthermore, if interference or collisions occur at the extended sliding beam during construction, or if the extended sliding beam needs to be removed to increase the hoisting space of the construction integration platform, and if the main structure experiences significant shrinkage, the later-stage movement length of the construction integration platform's working area may not meet construction requirements. This makes the welded extended sliding beam difficult to dismantle and modify later, resulting in poor versatility and inability to adapt to different construction conditions.

[0052] To address the technical problems existing in related technologies, this embodiment provides a construction system with an adjustable construction range, applied to a construction integration platform used for constructing the structure to be constructed. For details, please refer to... Figures 1a-1c , Figures 1a-1c This is a schematic diagram illustrating an application scenario of the construction system provided in an embodiment of the present invention. For example... Figures 1a-1c As shown, the adjustable construction system 100 provided in this embodiment includes: a second connecting structure 110, a first connecting structure 120, a fixing structure 130, a truss 140, a first sliding beam 150, a second sliding beam 160, a hanging frame 171, and a template 172.

[0053] The truss 140 is installed in the construction integration platform, and the bottom end of the truss 140 is provided with a lower chord. The first sliding beam 150 is installed on the lower chord of the truss 140 through a first connecting structure 120. The second sliding beam 160 is rotatably connected to the first connecting structure 120 through a second connecting structure 110, and when the second sliding beam 160 rotates to be aligned with the end face of the first sliding beam 150, it is fixedly connected to the first sliding beam 150 through a fixing structure 130 to serve as an extension of the first sliding beam 150. The hanging frame 171 and the template 172 are slidably installed below the first sliding beam 150 through a pulley assembly 200 and a wire rope 300. The hanging frame 171 and the template 172 are used as the construction work area for the construction work of the structure 400 to be constructed.

[0054] In this embodiment, the first slide beam 150 and the second slide beam 160 provided in this embodiment can be I-shaped slide beams; the connection method between the second connecting structure 110 and the second slide beam 160 can be a welding connection.

[0055] By connecting the second sliding beam 160 to be added and the first sliding beam 150 on the construction integration platform into one unit, the traditional method of welding and lengthening the sliding beam in the construction integration platform is replaced. This ensures the integrity of the sliding of the hanger 171 and template 172 on the sliding beam. At the same time, the second sliding beam 160 of different lengths can be easily installed according to construction needs, and the extension direction of the second sliding beam 160 can be rotated to the vertical direction. In this way, not only can the working range of the hanger 171 and template 172 hanging on the beam be expanded, but also the problems of interference and collision during the lifting of the construction integration platform or during construction operations, and the problem of insufficient space during the vertical hoisting of the hanger 171 and template 172 can be solved. At the same time, the adjustable construction range construction system 100 provided in this embodiment is easy to assemble and disassemble, can be reused, avoids welding, thereby reducing environmental pollution, improving installation efficiency and effectively reducing construction costs. Thus, it strongly supports different usage scenarios of the sliding beam under the truss 140 and is a model of efficient and green construction.

[0056] In one embodiment, since the second connecting structure 110 and the first connecting structure 120 in the adjustable construction range construction system 100 provided in this embodiment are connected in a rotatable manner, the adjustable construction range construction system 100 provided in this embodiment can rotate the second connecting structure 110 around the first connecting structure 120, thereby driving the second sliding beam 160 to also rotate around the first connecting structure 120. This allows the second sliding beam 160, which needs to be added, to rotate to align its end face with the first sliding beam 150 and be fixedly connected to the first sliding beam 150 when needed. This makes the second sliding beam 160 an extension of the first sliding beam 150, thereby increasing the sliding distance of the hanger 171 and the template 172 on the first sliding beam 150. This increases the construction operation range of the adjustable construction range construction system 100, thus enabling continued construction on the high-rise wall structure 400 with inward retraction. Specifically, as shown below... Figure 1c As shown. Thus, the embodiments of the present invention can effectively address the situation during high-rise structure construction where the excessive inward wall recess distance prevents conventional integrated construction platforms from meeting construction requirements. This avoids the need for temporary welding of extended sliding beams at high-rise structures, reducing installation time and environmental pollution associated with adding sliding beam sections. It also avoids the risks associated with high-altitude welding, effectively improving installation efficiency and construction safety, and significantly reducing construction costs.

[0057] In another embodiment, precisely because the second connecting structure 110 and the first connecting structure 120 in the adjustable construction system 100 provided in this embodiment are connected in a rotatable manner, when dealing with a situation where the wall does not retract, this embodiment can rotate the second connecting structure 110 to horizontally separate the second sliding beam 160 connected to the second connecting structure 110 from the first sliding beam 150, so that the second sliding beam 160 is rotated above the first sliding beam 150 and away from the structure to be constructed 400. This ensures that the second sliding beam 160 will not collide with the wall of the structure to be constructed 400 during the lifting process of the construction integration platform. Specifically, as shown below... Figure 1a As shown. Thus, the embodiments of the present invention can effectively address the working condition where the wall of the structure 400 to be constructed does not have an inward retraction.

[0058] As an optional embodiment, there are also portions of the structure 400 to be constructed where the wall does not have an inward retraction and portions where the wall does have an inward retraction (i.e., Figure 1b and Figure 1cThe structure 400 to be constructed shown has a lower structure without wall recess, but an upper structure with wall recess. In this case, precisely because the second connecting structure 110 and the first connecting structure 120 in the adjustable construction system 100 provided in this embodiment are connected in a rotatable manner, this embodiment can address the issue of... Figure 1a When constructing the lower structure of the structure to be constructed 400 (where no wall shrinkage has occurred), the second sliding beam 160 connected to the second connecting structure 110 can be rotated to horizontally separate the second sliding beam 160 from the first sliding beam 150. This allows the second sliding beam 160 to be rotated above the first sliding beam 150 and away from the structure to be constructed 400, ensuring that the second sliding beam 160 will not collide with the wall of the structure to be constructed 400 during the lifting process of the construction platform. Then, when the construction work area reaches... Figure 1b When constructing the upper structure of the structure 400 to be constructed (where the wall shrinkage occurs), the second sliding beam 160 can be rotated around the first connecting structure 120. This allows the second sliding beam 160 to be rotated until its end face is aligned with the first sliding beam 150 and fixedly connected to it. The second sliding beam 160 then serves as an extension of the first sliding beam 150, increasing the sliding distance of the hanger 171 and template 172 on the first sliding beam 150. This improves the working range of the adjustable construction system 100. Consequently, the hanger 171 and template 172 can be moved closer to the structure 400 via the pulley assembly 200, facilitating the movement of the construction area towards the structure 400. Figure 1c As shown, this allows for continued construction of the structure 400, where the wall has shrunk inwards.

[0059] Thus, the construction system 100 with adjustable construction range provided in this embodiment of the invention can effectively cope with various construction conditions of the structure 400 to be constructed (i.e., the structure to be constructed with wall shrinkage and the structure to be constructed without wall shrinkage), thereby effectively improving construction efficiency and reducing construction costs.

[0060] In some embodiments, see Figures 2a-2b , Figure 2a This is a partial structural diagram of the first type of construction system with adjustable construction range provided in the embodiments of the present invention. Figure 2b This is a schematic diagram of a second partial structure of the construction system with adjustable construction range provided in an embodiment of the present invention, as shown below. Figures 2a-2bAs shown, the first end of the second connecting structure 110 and the first connecting structure 120 provided in this embodiment of the invention are respectively provided with matching first mounting holes H1, and the second end of the second connecting structure 110 is fixedly connected to the second slide beam 160; the second connecting structure 110 is rotatably connected to the first connecting structure 120 by means of a pin 500 passing through the corresponding first mounting holes H1 on the first end and the first connecting structure 120, and is rotatably connected to the first connecting structure through the first mounting holes H1.

[0061] In this embodiment, the first end of the first connecting structure 120 and the second connecting structure 110 are respectively provided with matching first mounting holes H1; the second connecting structure 110 is rotatably connected to the first connecting structure 120 by a pin 500 passing through the first end and the corresponding first mounting holes H1 on the first connecting structure 120.

[0062] Specifically, the second connecting structure 110 provided in this embodiment can also be detached from the first connecting structure 120 by removing the pin 500 passing through the first mounting hole H1 when needed, thereby improving the convenience of adding the sliding beam to the construction integration platform.

[0063] Optionally, after the pin 500 passes through the first mounting hole H1 on both the second connecting structure 110 and the first connecting structure 120, the pin 500 can be fixed in the first mounting hole H1 by connecting the pin 500 and the cotter pin 800.

[0064] As an optional embodiment, please continue to refer to Figure 2a and Figure 2b The fixing structure 130 provided in this embodiment can fix the first slide beam 150 and the second slide beam 160 through the bolt structure 600, the second mounting holes H2 correspondingly provided on the first slide beam 150 and the second slide beam 160. The bolt structure 600 is used to fix or disconnect the connection between the first slide beam 150 and the second slide beam 160.

[0065] In this embodiment, the fixing structure 130 can be an angle steel structure, and the bolt structure 600 can include bolts and nuts of different specifications, but which are matched.

[0066] Thus, by passing two bolt structures 600 through the second mounting holes H2 provided on the first slide beam 150, the second slide beam 160, and the fixing structure 130, the fixing structure 130 is fixed between the first slide beam 150 and the second slide beam 160, thereby achieving the purpose of fixing the first slide beam 150 and the second slide beam 160, avoiding the phenomenon of the first slide beam 150 and the second slide beam 160 shaking, and ensuring the stability of the hanger 171 and the template 172 hanging under the first slide beam 150 and the second slide beam 160 when sliding.

[0067] As another optional embodiment, in order to further improve the stability of the connection between the first slide beam 150 and the second slide beam 160, the construction system 100 with adjustable construction range provided in this embodiment may also include two triangular plates 180.

[0068] The triangular plates 180 are respectively disposed on the lower end faces of the first slide beam 150 and the second slide beam 160, and the two triangular plates 180 are close to each other when the first slide beam 150 and the second slide beam 160 are fixedly connected; the two triangular plates 180 are respectively provided with corresponding third mounting holes H3, and the third mounting holes H3 are used to fix the two triangular plates 180 to each other by bolt structure 600 when the two triangular plates 180 are close to each other.

[0069] Thus, when the first slide beam 150 and the second slide beam 160 are close together, the two closely close triangular plates 180 are fixed by the bolt structure 600, which can further prevent the first slide beam 150 and the second slide beam 160 from shaking, and effectively ensure the stability of the hanger 171 and template 172 hanging under the first slide beam 150 and the second slide beam 160 during sliding.

[0070] Optionally, in this embodiment, when the first slide beam 150 and the second slide beam 160 are close to each other, a fixing structure 130, a triangular plate 180, and a bolt structure 600 can be used simultaneously to fix the first slide beam 150 and the second slide beam 160. This can effectively improve the load-bearing capacity of the construction system 100 with an adjustable construction range, thereby ensuring the stability of the pulleys of the hanger 171 and the template 172 moving on the first slide beam 150 and the second slide beam 160.

[0071] Meanwhile, the adjustable construction system 100 provided in this embodiment can also be disassembled horizontally by removing the bolt structure 600 on the fixed structure 130 and the triangular plate 180, thereby allowing the second connecting structure 110 to be flipped to a reasonable angle to avoid spatial interference or increase the hoisting space to meet the needs of construction under different working conditions, specifically as follows: Figure 3a and Figure 3b As shown, Figure 3a and Figure 3b This is a schematic diagram of the second connection structure provided in the embodiment of the present invention in the case of flipping.

[0072] In this embodiment, after the bolt structure 600 on the fixed structure 130 and the triangular plate 180 is removed, and the first sliding beam 150 and the second sliding beam 160 are released horizontally, the fixed structure 130 can be fixed to the first sliding beam 150 by passing the bolt structure 600 through the two vertically arranged second mounting holes H2 on the fixed structure 130 and the first sliding beam 150, so as to prevent the fixed structure 130 from shaking.

[0073] In some embodiments, to ensure the safety of the hanger 171 and template 172 suspended under the first slide beam 150 and the second slide beam 160 during sliding, and to prevent the hanger 171 and template 172 from sliding out of the slide rail on the second slide beam 160, please also refer to... Figure 2a , Figure 2b Figure 3a as well as Figure 3b The adjustable construction system 100 provided in this embodiment may further include a limiting plate 192, which is fixed on the slide rail of the second slide beam 160 and is used to restrict the movement of the pulleys on the second slide beam 160.

[0074] Specifically, the limiting plate 192 provided in this embodiment can be located at the farthest end of the slide rail in the second slide beam 160 away from the first slide beam 150, or it can be located in the middle of the slide rail in the second slide beam 160. The position of the limiting plate 192 in the slide rail of the second slide beam 160 can be set according to actual needs, as long as it can prevent the hanger 171 and the template 172 from sliding out of the slide rail on the second slide beam 160. No specific limitation is made here.

[0075] In this embodiment, the number of limiting plates 192 provided can be one or two. When the number of limiting plates 192 is one, the limiting plate 192 can be set on any side of the slide in the second slide. When the number of limiting plates 192 is two, the limiting plates 192 are respectively set on opposite sides of the slide in the second slide.

[0076] It should be noted that the limiting plate 192 provided in this embodiment can be welded to the slide rail in the second slide beam 160 to be connected to the second slide beam 160 as a whole, effectively ensuring the limiting ability of the limiting plate 192 and preventing the limiting plate 192 from being easily knocked off by the pulley on the second slide beam 160.

[0077] In some embodiments, the second connecting structure 110 provided in this embodiment may be provided with a lifting hole H4. The lifting hole H4 is used to lift the adjustable construction range construction system 100 during installation or transportation, thereby effectively improving the portability of the adjustable construction range construction system 100 provided in this embodiment. At the same time, the adjustable construction range construction system 100 provided in this embodiment can be easily disassembled or suspended with slings such as steel wire ropes 300 according to construction needs, and the second connecting structure 110 can be flipped to a reasonable angle. The adjustable construction range construction system 100 can effectively adapt to the needs of on-site construction space and construction errors, so as to meet the position requirements of installation, disassembly, turnover, and movement under different working conditions.

[0078] In some embodiments, for the purpose of detachable sectioning of the slide beam, please refer to [link to relevant documentation]. Figure 2a and Figure 3a The first connecting structure 120 provided in this embodiment may include a welding module, which is welded to the upper end face of the lower chord of the truss 140 in a direction perpendicular to the extension of the lower chord. The non-welded portion of the welding module has a first mounting hole H1. The second connecting structure 110 is rotatably connected to the welding module by passing a pin 500 through the corresponding first mounting hole H1 on the first end and the welding module. Specifically, the welding module and the lower chord of the truss 140 can be welded together using a welding block 700.

[0079] The welding module may have one or more mounting holes, one of which is a first mounting hole H1, mainly used to enable rotation between the second connecting structure 110 and the welding module. The other mounting holes can be used to fix the second connecting structure 110 after it has rotated to a designated position (the position of the second connecting structure 110 after the second slide beam 160 and the first slide beam 150 are connected), by any fixing structure 130 passing through the other mounting holes, to prevent the second connecting structure 110 from shaking / rotating, and to improve the stability of the hanger 171 and template 172 hanging under the first slide beam 150 and the second slide beam 160 when sliding.

[0080] In this embodiment, please refer to Figure 4a , Figure 4a This is provided by the embodiments of the present invention. Figure 2a The left view, such as Figure 4aAs shown, the welding module provided in this embodiment may include two connecting plates, each of which is provided with a corresponding first mounting hole H1. The second connecting structure 110 is disposed between the two connecting plates, and the pin 500 passes through both the second connecting structure 110 and the corresponding first mounting hole H1 on the two connecting plates.

[0081] Specifically, after the pin 500 passes through the second connecting structure 110 and the first mounting holes H1 on the two connecting plates, the pin 500 can be fixed in the first mounting hole H1 by connecting the pin 500 and the cotter pin 800.

[0082] In some embodiments, to improve the stability of the connection between the second connection structure 110 and the sliding beam provided in this embodiment, and to ensure the structural stiffness of the second connection structure 110, please also refer to... Figure 2a , Figure 3a as well as Figure 4a In this embodiment, the second connecting structure 110 may also be provided with a stiffening plate 191. The stiffening plate 191 may be provided on the side of the second connecting structure 110 near the second slide beam 160 and fixedly connected to the second slide beam 160. The stiffening plate 191 is used to enhance the structural rigidity of the second connecting structure 110.

[0083] Specifically, the stiffening plate 191 provided in this embodiment can be welded to the upper end face of the second sliding beam 160 to enhance the structural rigidity of the second connecting structure 110.

[0084] It should be noted that, Figure 2a , Figure 3a as well as Figure 4a This embodiment provides one type of structure in the adjustable construction system 100 that enables the disassembly of the sliding beam, employing the structure provided in this embodiment, such as... Figure 2a , Figure 3a as well as Figure 4a The detachable sliding beam structure shown enables the adjustable construction range construction system 100 provided in this embodiment to achieve the purpose of detachable section addition, and the final adjustable construction range construction system 100 is also... Figures 1a to 1c The construction system 100 shown is an adjustable construction system.

[0085] In other embodiments, also for the purpose of achieving detachable sections for the sliding beam, please refer to [further details omitted]. Figure 2b , Figure 3b as well as Figure 4b , Figure 4b This is provided by the embodiments of the present invention. Figure 2b The left view, such as Figure 2b, Figure 3b as well as Figure 4b As shown, the first connection structure 120 provided in this embodiment may further include a clamping module, which includes a lower slot base 121, a first upper connecting plate 122 and a second upper connecting plate 123.

[0086] The lower slot base 121 has a first side and a second side. The first side of the lower slot base 121 is provided with an upper sliding groove 1211, and the second side of the lower slot base 121 is provided with a lower slot 1212. The lower slot 1212 is used to engage the upper flange plate of the first sliding beam 150, and the engagement position of the lower slot 1212 on the upper flange plate of the first sliding beam 150 is adjustable. The first upper connecting plate 122 and the second upper connecting plate 123 are respectively connected to the first side wall 1211A and the second side wall 1211B of the upper sliding groove 1211. A first transverse upper slot C1 is formed between the first upper connecting plate 122 and the bottom wall 1211C of the upper sliding groove 1211. A second transverse upper groove C2 is formed between 123 and the bottom wall surface 1211C of the upper sliding groove 1211. A middle upper groove C3 is spaced between the first transverse upper groove C1 and the second transverse upper groove C2. The first transverse upper groove C1, the second transverse upper groove C2 and the middle upper groove C3 form an upper groove C. The upper groove C is used to engage the lower flange plate of the lower chord of the truss 140, and the engagement position of the upper groove C on the lower flange plate of the lower chord of the truss 140 is adjustable. The second upper connecting plate 123 is provided with the first mounting hole H1. The second connecting structure 110 is rotatably connected to the clamp module by passing through the first mounting hole H1 corresponding to the first end and the second upper connecting plate 123 via the pin 500.

[0087] The lower slot base 121 has a first side and a second side that are opposite to each other, which are the upper and lower sides of the lower slot base 121. The first side wall 1211A and the second side wall 1211B that are opposite to each other are the left side wall and the right side wall of the upper slide groove 1211.

[0088] In this embodiment, the upper slot C of the clamp module is used to engage the lower flange plate of the lower chord of the truss 140, and the engagement position of the upper slot C on the lower flange plate of the lower chord of the truss 140 is adjustable. Specifically, after the upper slot C is engaged on the lower flange plate of the lower chord of the truss 140, it can move along the length direction of the lower flange plate of the lower chord of the truss 140, thereby realizing the adjustable position of the connection between the lower chord of the truss 140 and the clamp module. The lower slot 1212 of the clamp module is used to engage the upper flange plate of the first sliding beam 150, and the engagement position of the lower slot 1212 on the upper flange plate of the first sliding beam 150 is adjustable. Specifically, after the lower slot 1212 is engaged on the upper flange plate of the first sliding beam 150, it can move along the length direction of the upper flange plate of the first sliding beam 150, thereby realizing the adjustable position of the connection between the first sliding beam 150 and the clamp module.

[0089] Furthermore, in specific implementation, the shapes of the aforementioned upper sliding groove 1211, the first upper connecting plate 122, and the second upper connecting plate 123 can be designed so that the shape of the upper slot C formed by the three can match the shape of the lower flange plate of the lower chord of the truss 140. The shape of the aforementioned lower slot 1212 can be designed so that the shape of the lower slot 1212 can match the shape of the upper flange plate of the first sliding beam 150, thereby facilitating the aforementioned clamping module to firmly connect the lower flange plate of the lower chord of the truss 140 to the upper flange plate of the first sliding beam 150.

[0090] Optionally, both the upper card slot C and the lower card slot 1212 provided in this embodiment can be T-shaped card slots.

[0091] In some embodiments, please also refer to Figure 2b , Figure 5 as well as Figure 6 , Figure 5 This is a schematic diagram of a fixture module provided in an embodiment of the present invention. Figure 6 This is another structural schematic diagram of the clamping module provided in an embodiment of the present invention, as shown below. Figure 2b As shown, both the first upper connecting plate 122 and the second upper connecting plate 123 can be fixed connecting plates, respectively fixedly connected to the first side wall 1211A and the second side wall 1211B of the upper slide groove 1211; or, as Figure 5 As shown, both the first upper connecting plate 122 and the second upper connecting plate 123 can be detachable connecting plates, respectively detachably connected to the first side wall 1211A and the second side wall 1211B of the upper slide groove 1211; or, as... Figure 6As shown, the first upper connecting plate 122 can be a fixed connecting plate, fixedly connected to the first side wall 1211A of the upper slide groove 1211, and the second upper connecting plate 123 can be a detachable connecting plate, detachably connected to the second side wall 1211B of the upper slide groove 1211; and the first upper connecting plate 122 can be a detachable connecting plate, detachably connected to the first side wall 1211A of the upper slide groove 1211, and the second upper connecting plate 123 is a fixed connecting plate, fixedly connected to the second side wall 1211B of the upper slide groove 1211.

[0092] Specifically, in the embodiment where the first upper connecting plate 122 is a detachable connecting plate and the second upper connecting plate 123 is also a detachable connecting plate, as shown in FIG4, the specific operation process of engaging the upper slot C of the above-mentioned clamp module with the lower flange plate of the lower chord of the truss 140 may include: when both the first upper connecting plate 122 and the second upper connecting plate 123 are in a detached state, that is, when neither is connected to the side wall of the upper sliding groove 1211, the bottom wall surface 1211C of the upper sliding groove 1211 is tightly attached to the lower surface of the lower flange plate of the lower chord of the truss 140; then, on the truss 140 The first upper connecting plate 122 is detachably connected to the first side wall 1211A of the upper slide groove 1211 on the upper left side of the lower flange plate of the lower chord of the truss 140, and the second upper connecting plate 123 is detachably connected to the second side wall 1211B of the upper slide groove 1211 on the upper right side of the lower flange plate of the lower chord of the truss 140, so that the inner wall of the upper slide groove 1211 and the first upper connecting plate 122 and the second upper connecting plate 123 form an upper slot C that engages with the lower flange plate of the lower chord of the truss 140, thereby enabling the above-mentioned clamping module to be assembled on the lower flange plate of the lower chord of the truss 140.

[0093] Specifically, in the embodiment where the first upper connecting plate 122 is a detachable connecting plate and the second upper connecting plate 123 is a fixed connecting plate, such as... Figure 5As shown, the specific operation procedure for engaging the upper slot C of the aforementioned clamp module with the lower flange plate of the lower chord of the truss 140 may include: when the first upper connecting plate 122 is in a disassembled state, that is, not connected to the first side wall 1211A of the upper sliding groove 1211, inserting the right side of the lower flange plate of the lower chord of the truss 140 into the second transverse upper slot C2 formed by the second upper connecting plate 123 and the bottom wall 1211C of the upper sliding groove 1211, and ensuring that the lower surface of the lower flange plate of the lower chord of the truss 140 is in close contact with the bottom wall 121C of the upper sliding groove 1211. 1C; Then, the first upper connecting plate 122 is detachably connected to the first side wall 1211A of the upper slide groove 1211 above the left side of the lower flange plate of the lower chord of the truss 140, so as to form a first transverse upper slot C1 that engages with the left side of the lower flange plate of the lower chord of the truss 140, thereby forming an upper slot C formed by the inner wall of the upper slide groove 1211 and the first upper connecting plate 122 and the second upper connecting plate 123 that engages with the lower flange plate of the lower chord of the truss 140, thus realizing the assembly of the above-mentioned clamp module onto the lower flange plate of the lower chord of the truss 140.

[0094] Furthermore, it is understood that, compared to the aforementioned scheme where both the first upper connecting plate 122 and the second upper connecting plate 123 are detachable connecting plates (i.e., Figure 4), the aforementioned scheme where the first upper connecting plate 122 is a detachable connecting plate and the second upper connecting plate 123 is a fixed connecting plate (i.e., Figure 4) is different. Figure 5 It can better adapt to different operating conditions of the above-mentioned fixture modules, simplify the above-mentioned fixture modules, and help to assemble the above-mentioned fixture modules onto the lower flange plate of the lower chord of truss 140 more quickly on site.

[0095] In some examples, the aforementioned fixed connecting plate can be connected to the side surface of the upper slide groove 1211 by welding.

[0096] In some specific embodiments, such as Figure 5 As shown, when the first upper connecting plate 122 is a detachable connecting plate, it can be L-shaped and may include a side plate and a bottom plate. The side plate is detachably connected to the first side wall 1211A of the upper sliding groove 1211, and the bottom plate is connected to the side plate, for example, vertically. Furthermore, a first transverse upper groove C1 is formed between the first upper connecting plate 122 and the bottom wall 1211C of the upper sliding groove 121121. Specifically, a first transverse upper groove C1 is formed between the bottom plate of the first upper connecting plate 122 and the bottom wall 1211C of the upper sliding groove 1211.

[0097] In some examples, such as Figure 5As shown, the side plate of the aforementioned detachable connecting plate can be connected to the first side wall 1211A of the upper sliding groove 1211 via a bolt structure 600. For example, it can be connected to the first side wall 1211A of the upper sliding groove 1211 via a bolt structure 600. Specifically, the bolt structure 600 can pass through the side plate of the detachable connecting plate and the first side wall of the upper sliding groove 1211 in sequence, and be fastened with a nut 1242. The bolt structure 600 can specifically be a GB5783 bolt structure.

[0098] In some specific embodiments, as shown in Figure 5, when the second upper connecting plate 123 is a detachable connecting plate, it can also be L-shaped and may include a side plate and a bottom plate. The side plate is detachably connected to the second side wall 1211B of the upper sliding groove 1211, and the bottom plate is connected to the side plate, for example, vertically. Furthermore, a second transverse upper groove C2 is formed between the second upper connecting plate 123 and the bottom wall 1211C of the upper sliding groove 1211. Specifically, a second transverse upper groove C2 is formed between the bottom plate of the second upper connecting plate 123 and the bottom wall 1211C of the upper sliding groove 1211.

[0099] In some examples, the side plate of the aforementioned detachable connecting plate can be connected to the second side wall 1211B of the upper sliding groove 1211 via a bolt structure 600. Specifically, the bolt structure 600 can pass sequentially through the side plate of the aforementioned detachable connecting plate and the second side wall of the aforementioned upper sliding groove 1211 and be fastened together by a nut 1242. The bolt structure 600 can specifically be a GB5783 bolt structure.

[0100] In the above embodiments, such as Figure 5 As shown, the above-mentioned clamping module may also include a clamping structure 124, which is used to fix the upper slot C at the snap-fit ​​position on the lower chord of the truss 140.

[0101] Specifically, after the upper slot C of the aforementioned clamp module is engaged with the lower flange plate of the lower chord of the truss 140, the clamp module can be moved along the length of the lower flange plate of the lower chord of the truss 140 to adjust the engagement position of the upper slot C on the lower flange plate of the lower chord of the truss 140. Furthermore, after adjusting the engagement position of the upper slot C on the lower flange plate of the lower chord of the truss 140 to the designated position, the aforementioned tightening structure 124 can be used to fix the lower flange plate of the lower chord of the truss 140 within the upper slot C, ensuring that the relative position of the lower flange plate of the lower chord of the truss 140 and the upper slot C no longer changes. This ensures that the aforementioned clamp module can meet the different precise installation position requirements of the lower flange plate of the lower chord of the truss 140.

[0102] Furthermore, it should be noted that this embodiment does not limit the specific structure and setting position of the clamping structure 124. The clamping structure 124 can be used to fix the upper slot C on the lower flange plate of the lower chord of the truss 140.

[0103] Optional, such as Figure 6 As shown, the aforementioned tightening structure 124 may include a tightening rod 1241. The tightening rod 1241 is used to pass through the inner wall surface (e.g., the bottom wall surface 1211C) of the upper sliding groove 1211 and extend into the upper sliding groove 1211. The length of the tightening rod 1241 within the upper retaining groove C is adjustable. Thus, when the upper retaining groove C is engaged with the lower flange plate of the lower chord of the truss 140, by adjusting the length of the tightening rod 1241 extending into the upper retaining groove C, the tightening rod 1241 can be tightened against the lower flange plate of the lower chord of the truss 140 within the upper retaining groove C, thereby fixing the lower flange plate of the lower chord of the truss 140 within the upper retaining groove C to the upper retaining groove C.

[0104] Specifically, the bottom wall surface 1211C of the upper sliding groove 1211 can be provided with a threaded hole H7 that penetrates the lower slot base 121, and the tightening rod 1241 can be threadedly connected to the threaded hole H7, so that the tightening rod 1241 can be screwed into or out of the threaded hole H7, so that the tightening rod 1241 can extend into or retract from the upper slot C.

[0105] In some specific embodiments, the aforementioned tightening rod 1241 may specifically be a screw. Specifically, the aforementioned tightening structure 124 may include a screw, and the aforementioned tightening rod 1241 may specifically be the screw of that screw.

[0106] Specifically, the aforementioned tightening structure 124 may further include a nut 1242 and a retaining ring structure 1243. The nut 1242 and the retaining ring structure 1243 are located outside the upper sliding groove 1211, and the nut 1242 is sleeved and fixed on the tightening rod 1241. The retaining ring structure 1243 has two opposite ends (i.e., the upper end and the lower end of the retaining ring structure 1243 in Figure 4). The upper end of the retaining ring structure 1243 is connected to the lower retaining base 121, and the retaining ring structure 1243 is used to restrict the nut 1242 between the lower end of the retaining ring structure 1243 and the lower retaining base 121, thereby preventing the tightening rod 1241 of the aforementioned tightening structure 124 from loosening and falling off the lower retaining base 121.

[0107] Furthermore, it should be noted that this embodiment does not limit the specific structure and setting position of the retaining ring structure 1243. The retaining ring structure 1243 and the nut 1242 can cooperate to prevent the tightening rod 1241 of the tightening structure 124 from falling off the lower slot base 121.

[0108] Specifically, the aforementioned retaining ring structure 1243 can be located directly below the lower slot base 121 at the upper sliding groove 1211, and can be connected to the lower slot base 121 by welding.

[0109] In some specific embodiments, there may be multiple tightening structures 124. Each tightening structure 124 may include the tightening rod 1241. The tightening rod 1241 of each tightening structure 124 is used to pass through the bottom wall surface 1211C of the upper sliding groove 1211 and extend into the upper sliding groove 1211. The length of the tightening rod 1241 of each tightening structure 124 located in the upper slot C can be adjusted independently. Thus, when the upper slot C is engaged with the lower flange plate of the lower chord of the truss 140, by adjusting the length of the tension rod 1241 included in each tensioning structure 124 extending into the upper slot C, the tension rod 1241 included in each tensioning structure 124 can be engaged with different positions on the lower surface of the lower flange plate of the lower chord of the truss 140 within the upper slot C. This not only enables more effective fixing of the lower flange plate of the lower chord of the truss 140 within the upper slot C, but also adapts to the installation level requirements of the lower flange plate of the lower chord of the truss 140.

[0110] In the above embodiments, such as Figure 7 As shown, Figure 7 This is a schematic diagram of the third structure of the clamping module provided in the embodiment of the present invention. The clamping module may further include a limiting structure 125, which is used to fix the lower slot 1212 in the snap-fit ​​position on the upper flange of the first slide beam 150.

[0111] Specifically, after the lower slot 1212 of the aforementioned clamping module is engaged with the upper flange plate of the first slide beam 150, the clamping module can be moved along the length direction of the upper flange plate of the first slide beam 150 to adjust the engagement position of the lower slot 1212 of the clamping module on the upper flange plate of the first slide beam 150. Furthermore, after adjusting the engagement position of the lower slot 1212 of the clamping module on the upper flange plate of the first slide beam 150 to the designated position, the limiting structure 125 can be used to fix the upper flange plate of the first slide beam 150 within the lower slot 1212, ensuring that the relative position of the upper flange plate of the first slide beam 150 and the lower slot 1212 no longer changes. This ensures that the clamping module can meet the different precise installation position requirements of the upper flange plate of the first slide beam 150.

[0112] Furthermore, it should be noted that this embodiment does not limit the specific structure and setting position of the limiting structure 125. The limiting structure 125 can be used to fix the lower slot 1212 in the snap-fit ​​position on the upper flange plate of the first slide beam 150.

[0113] In some embodiments, the limiting structure 125 may include a bolt structure 600, which (e.g., a GB5783 bolt structure) sequentially and laterally passes through the first sidewall of the lower slot 1212, a pre-set through hole (not shown in the figure) on the first slide beam 150, and the second sidewall of the lower slot 1212, and is fastened together by a nut 1242 (e.g., a GB6170 nut). The first and second sidewalls of the lower slot 1212 are the sidewalls of the first slide beam 150 located on opposite sides within the lower slot 1212.

[0114] Specifically, such as Figure 5 As shown, the first sliding beam 150 (e.g., the web of the first sliding beam 150) can be provided with a positioning hole H5 for the bolt structure 600 to pass through, and the inner wall surface (e.g., the side wall surface) of the lower slot 1212 can be provided with a light hole H6. The light hole H6 is used to expose the positioning hole H5 of the first sliding beam 150 in the lower slot 1212, so that the bolt structure 600 connects the positioning hole H5 of the first sliding beam 150 in the lower slot 1212 with the light hole H6 on the inner wall surface of the lower slot 1212, thereby preventing the first sliding beam 150 from moving relative to the lower slot 1212.

[0115] In other embodiments, the limiting structure 125 may include a clamping screw that passes through the inner wall of the lower slot 1212 and extends into the lower slot 1212, so that the clamping screw clamps the first slide beam 150 in the lower slot 1212.

[0116] Specifically, the inner wall surface (e.g., the side wall surface) of the lower slot 1212 may be provided with a threaded hole H7 for the tightening screw to pass through, and the threaded hole H7 is used to expose the first slide beam 150 in the lower slot 1212 so that the tightening screw passes through the threaded hole H7 and abuts against the first slide beam 150 in the lower slot 1212, thereby preventing the first slide beam 150 from moving relative to the lower slot 1212.

[0117] Thus, after the clamp module provided in the above embodiment fixes the lower flange plate of the lower chord of the truss 140 and the upper flange plate of the first sliding beam 150, the pin 500 can pass through the first end of the second connecting structure 110 and the corresponding first mounting hole H1 on the second upper connecting plate 123, so that the second connecting structure 110 can be rotatably connected to the clamp module; then, the second connecting structure 110, which is connected to the second sliding beam 160 to be added, can be rotated until the end face (end face of the flange plate) of the second sliding beam 160 is aligned with the end face of the first sliding beam 150, and the first sliding beam 150 and the second sliding beam 160 are fixed by the fixing structure 130 and the triangular plate 180, thereby realizing the purpose of adding a section to the first sliding beam 150 in the construction integration platform.

[0118] It should be noted that, Figure 2b , Figure 3b , Figure 4b , Figure 5 , Figure 6 as well as Figure 7 This embodiment provides another structure for the adjustable construction range construction system 100 that enables the disassembly of the sliding beam, employing the method provided in this embodiment. Figure 2b , Figure 3b , Figure 4b , Figure 5 , Figure 6 as well as Figure 7 The detachable sliding beam structure shown also enables the adjustable construction range construction system 100 provided in this embodiment to achieve the purpose of detachable section addition. For the final adjustable construction range construction system 100, please refer to [link to documentation]. Figures 8a to 8b , Figures 8a-8b This is a schematic diagram of another application scenario of the construction system provided in this embodiment of the invention.

[0119] in, Figures 8a-8b It also shows that by Figure 2b , Figure 3b , Figure 4b , Figure 5 , Figure 6 as well as Figure 7 The construction system 100, with its adjustable construction range and corresponding detachable sliding beam structure, describes its operation when the wall of the structure to be constructed 400 experiences inward shrinkage. Specifically, the adjustable construction system 100 provided in this embodiment operates when the wall of the structure to be constructed 400 experiences inward shrinkage, i.e. Figure 8a In the application scenario shown, the second sliding beam 160 can be rotated around the first connecting structure 120, so that the second sliding beam 160 to be added is rotated until its end face is aligned with the first sliding beam 150 and fixedly connected to the first sliding beam 150. This allows the second sliding beam 160 to serve as an extension of the first sliding beam 150, increasing the sliding distance of the hanger 171 and template 172 on the first sliding beam 150. This improves the construction operation range of the adjustable construction range system 100. In this way, the hanger 171 and template 172 can be moved closer to the structure 400 to be constructed via the pulley assembly 200, facilitating the movement of the construction operation area towards the structure 400. Ultimately, as... Figure 8b As shown, this allows for continued construction of the structure 400, where the wall has shrunk inwards.

[0120] Similarly, in the case of Figure 2b , Figure 3b , Figure 4b , Figure 5 , Figure 6 as well as Figure 7 The construction system 100, with its adjustable construction range and detachable sliding beam structure, can also horizontally separate the second sliding beam 160 from the first sliding beam 150 when facing the structure 400 to be constructed, provided that the wall has not experienced inward shrinkage. This is achieved by rotating the second connecting structure 110, which rotates the second sliding beam 160 above the first sliding beam 150 and away from the structure 400. This ensures that the second sliding beam 160 will not collide with the wall of the structure 400 during the lifting process of the construction platform. The final state diagram of the adjustable construction system 100 is shown below. Figure 1a Similarly, for details, please refer to [link / reference]. Figure 1a The corresponding implementation details are omitted here.

[0121] In summary, this invention provides an adjustable construction system for a construction integration platform. The system includes a truss installed within the platform, with a lower chord at the bottom. A first sliding beam is installed on the lower chord via a first connecting structure. A second sliding beam is rotatably connected to the first connecting structure via a second connecting structure. When the second sliding beam rotates to align with the end face of the first sliding beam, a fixing structure secures the second sliding beam to the first sliding beam, extending it. A hanger 171 and a template 172 are slidably mounted below the first sliding beam via a pulley assembly 200 and a wire rope 300. The hanger 171 and template 172 serve as the construction area for working on the structure 400 to be constructed. This invention enables the detachable addition of sections to the first sliding beam within the construction integration platform, effectively expanding the platform's operational range and resolving interference and collision issues during construction.

[0122] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present invention should be included within the protection scope of the present invention.

[0123] Furthermore, it should be noted that if any directional indication (such as up, down, left, right, front, back, etc.) is involved in the embodiments of the present invention, the directional indication is only used to explain the relative positional relationship and movement of each component in a specific posture. If the specific posture changes, the directional indication will also change accordingly.

[0124] Furthermore, if the embodiments of this invention involve descriptions such as "first" or "second," these descriptions are for descriptive purposes only and should not be construed as indicating or implying their relative importance or implicitly specifying the number of technical features indicated. Therefore, a feature defined with "first" or "second" may explicitly or implicitly include at least one of those features. Additionally, the meaning of "and / or" throughout the text includes three parallel solutions; for example, "A and / or B" includes solution A, solution B, or a solution where both A and B are satisfied simultaneously. Furthermore, in the embodiments of this invention, "multiple" refers to two or more. Moreover, the technical solutions of the various embodiments can be combined with each other, but this must be based on the ability of those skilled in the art to implement them. When the combination of technical solutions is contradictory or cannot be implemented, it should be considered that such a combination of technical solutions does not exist and is not within the scope of protection claimed by this invention.

[0125] The above provides a detailed description of a construction system with an adjustable construction range provided by the embodiments of this application. Specific examples have been used to illustrate the principles and implementation methods of this application. The descriptions of the embodiments above are only for the purpose of helping to understand this application and its core ideas. Furthermore, those skilled in the art will recognize that, based on the ideas of this application, there will be changes in the specific implementation methods and application scope. Therefore, the content of this specification should not be construed as a limitation of this application. Moreover, those skilled in the art can make several improvements and modifications without departing from the principles of this invention, and these improvements and modifications are also considered to be within the scope of protection of this invention.

Claims

1. A construction system with an adjustable construction range, applied to a construction integration platform, characterized in that, include: A truss is installed in the construction integration platform, and the bottom end of the truss is provided with a lower chord. The first sliding beam is installed on the lower chord of the truss via a first connecting structure; The second slide beam is rotatably connected to the first connecting structure via a second connecting structure, and when the second slide beam rotates to be aligned with the end face of the first slide beam, it is fixedly connected to the first slide beam via a fixing structure, thus serving as an extension slide beam of the first slide beam; The hanging frame and template are slidably installed below the first sliding beam via pulley assembly and steel wire rope. The hanging frame and template are used as the construction work area for construction work on the structure to be constructed. The first connection structure includes a clamping module, which includes a lower slot base, a first upper connecting plate, and a second upper connecting plate. The lower slot base has a first side and a second side. The first side of the lower slot base is provided with an upper sliding groove, and the second side of the lower slot base is provided with a lower slot. The lower slot is used to engage the upper flange plate of the first sliding beam, and the engagement position of the lower slot on the upper flange plate of the first sliding beam is adjustable. The first upper connecting plate and the second upper connecting plate are respectively connected to the first side wall and the second side wall opposite to the upper sliding groove. A first transverse upper groove is formed between the first upper connecting plate and the bottom wall of the upper sliding groove, and a second transverse upper groove is formed between the second upper connecting plate and the bottom wall of the upper sliding groove. A middle upper groove is spaced between the first transverse upper groove and the second transverse upper groove. The first transverse upper groove, the second transverse upper groove and the middle upper groove constitute an upper groove. The upper groove is used to engage the lower flange plate of the lower chord of the truss, and the engagement position of the upper groove on the lower flange plate of the lower chord of the truss is adjustable. The first end of the second connecting structure and the second upper connecting plate are respectively provided with matching first mounting holes. The second connecting structure is rotatably connected to the clamp module by passing a pin through the corresponding first mounting holes on the first end and the second upper connecting plate.

2. The construction system with adjustable construction range according to claim 1, characterized in that, The first upper connecting plate is detachably connected to the first side wall of the upper slide groove; the second upper connecting plate is fixedly connected to the second side wall of the upper slide groove, or is detachably connected to the second side wall of the upper slide groove.

3. The construction system with adjustable construction range according to claim 1, characterized in that, The clamp module also includes: A clamping structure is used to fix the upper slot in the snap-fit ​​position on the lower chord of the truss.

4. The construction system with adjustable construction range according to claim 1, characterized in that, The fixing structure securely connects the first slide beam and the second slide beam through a bolt structure and corresponding second mounting holes on the first slide beam and the second slide beam. The bolt structure is used to fix or release the connection between the first slide beam and the second slide beam.

5. The construction system with adjustable construction range according to claim 1, characterized in that, The adjustable construction system also includes two triangular plates; The triangular plates are respectively disposed on the lower end faces of the first slide beam and the second slide beam, and the two triangular plates are close to each other when the first slide beam and the second slide beam are fixedly connected; Each of the two triangular plates is provided with a corresponding third mounting hole, which is used to fix the two triangular plates together by means of a bolt structure when the two triangular plates are close to each other.

6. The construction system with adjustable construction range according to claim 1, characterized in that, The adjustable construction system also includes a limiting plate, which is fixed on the slide rail of the second slide beam and is used to restrict the movement of the pulleys on the second slide beam.

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