Laminated wallboard structure pipe gallery and construction method

Abstract

The invention relates to the technical field of pipe gallery construction, in particular to a superimposed wallboard structure pipe gallery and a construction method. The pipe gallery comprises a cast-in-place bottom plate, a cast-in-place structure and a plurality of prefabricated part units, and bottom plate steel bars and a supporting structure are embedded in the cast-in-place bottom plate; each prefabricated part unit comprises a prefabricated top plate and two prefabricated wall plates, the prefabricated top plate is arranged on the tops of the two prefabricated wall plates in a crossing mode, the bottom ends of the prefabricated wall plates abut against the supporting structure, and the prefabricated wall plates are fixedly connected with the cast-in-place bottom plate through concrete pouring; the cast-in-place structure comprises an integrally-formed cast-in-place top and two cast-in-place side portions located at the two ends of the cast-in-place top, the cast-in-place side portions are fixedly connected with the prefabricated wallboards through concrete pouring, the cast-in-place top is located at the tops of the prefabricated top plates, and the cast-in-place top is located at the tops of the prefabricated top plates. The cast-in-place top is fixedly connected with the multiple prefabricated top plates through concrete pouring. A limiting assembly is arranged between every two opposite prefabricated wallboards, and a connecting assembly is arranged between every two adjacent prefabricated wallboards.

Description

Technical Field

[0001] The present application relates to the technical field of pipe gallery construction, and more specifically, to a pipe gallery with a composite wall panel structure and a construction method. Background Art

[0002] In recent years, the development of prefabricated construction technology has provided new insights into pipeline corridor construction. Composite slabs, as a prefabricated component, have been widely used in the construction industry. Their advantages include: high construction efficiency, with prefabricated components produced in a fabrication plant, allowing for rapid on-site installation and shortened construction schedules; controlled quality, with mechanized, modular batch production in a back-end fabrication plant effectively ensuring component dimensional accuracy and reducing manual on-site construction errors; reduced on-site wet work time, accelerating construction progress; reduced turnover material input, saving costs; and significant environmental benefits, reducing noise, dust, and waste emissions on the construction site, facilitating safe and civilized construction control.

[0003] In urban utility corridor construction, composite slab construction has been successfully applied in some projects for roof slabs, improving construction efficiency and quality. However, the simultaneous use of composite structures for both wall panels and roof slabs in urban utility corridor construction still faces challenges. The mainstream approach currently relies on cast-in-place structures, which suffer from long construction periods, significant exposure to natural factors, reliance on the technical expertise of on-site construction personnel for quality control, the need for materials to be transported over long distances within the corridor, high labor costs, and significant investment in turnover materials. Furthermore, prefabricated utility corridors often utilize a full-section butt-jointed construction process, resulting in leaks at the joints, a common quality issue that is difficult to address.

[0004] Therefore, exploring the composite construction technology suitable for urban integrated pipeline corridor wall panels, optimizing their structural form and construction process, and reducing costs while improving construction progress and molding quality are of great significance to improving the overall benefits of pipeline corridor construction. Summary of the Invention

[0005] In view of this, the present application provides a composite wall panel structure pipeline corridor and construction method, aiming to improve the problems of long pipeline corridor construction period, difficult quality control and water leakage at joints in the existing technology.

[0006] The present application provides a pipe gallery with a composite wall panel structure, comprising:

[0007] Cast-in-place base plate with base plate reinforcement and supporting structure embedded inside;

[0008] A plurality of prefabricated component units are arranged along a first direction, each of the prefabricated component units includes a prefabricated top plate and two prefabricated wall panels, the two prefabricated wall panels are arranged opposite to each other along a second direction, the prefabricated top plate is arranged astride the tops of the two prefabricated wall panels, the bottom ends of the prefabricated wall panels abut against the supporting structure, and the prefabricated wall panels are fixedly connected to the cast-in-place bottom plate by pouring concrete;

[0009] The cast-in-place structure comprises an integrally formed cast-in-place top and two cast-in-place side portions, wherein the cast-in-place side portions are located at both ends of the cast-in-place top along the second direction, the cast-in-place side portions are fixedly connected to the plurality of prefabricated wall panels by pouring concrete, and the cast-in-place top is located on top of the prefabricated top plate, and the cast-in-place top is fixedly connected to the plurality of prefabricated top plates by pouring concrete;

[0010] A limiting assembly is provided between two relative prefabricated wall panels, at least part of the components of the limiting assembly are detachably connected to the prefabricated wall panels, and the limiting assembly is used to fix the spacing and verticality of the two relative prefabricated wall panels during the construction process; a connecting assembly is provided between two adjacent prefabricated wall panels, and the connecting assembly is used to connect the adjacent prefabricated wall panels.

[0011] Preferably, the prefabricated wall panel is embedded with a plurality of hooking bars, first vertical bars extending in the vertical direction, and first horizontal bars spaced apart in the vertical direction, wherein the plurality of first horizontal bars are connected with the first vertical bars to form a grid structure;

[0012] A plurality of second vertical ribs extending in the vertical direction and second horizontal ribs spaced apart in the vertical direction are embedded in the cast-in-place side portion, wherein the plurality of second horizontal ribs are connected to the second vertical ribs to form a grid structure;

[0013] One end of the hooking bar is hooked with the first horizontal bar and embedded in the prefabricated wall panel, and the other end of the hooking bar is hooked with the second horizontal bar and embedded in the cast-in-place side portion.

[0014] Preferably, the upper end portion of the first vertical reinforcement is a bent anchor structure and is embedded in the cast-in-place top, and the lower end portion of the first vertical reinforcement is a straight anchor structure and is embedded in the cast-in-place bottom plate.

[0015] Preferably, the prefabricated top plate is embedded with first transverse ribs extending along the second direction and a plurality of hook ribs spaced apart along the second direction, wherein the plurality of hook ribs are connected to the first transverse ribs to form a grid structure;

[0016] A plurality of second transverse ribs extending along a second direction are embedded in the cast-in-place top, and the plurality of second transverse ribs and the hook ribs form a reinforcement system connected to each other.

[0017] Preferably, a corbel structure is provided on the top of the prefabricated wall panel, and the prefabricated wall panel and the corbel structure are integrally formed;

[0018] The prefabricated top plate is arranged on the top surface of the prefabricated corbel structure.

[0019] Preferably, the limiting assembly includes an assembly rib, an embedded sleeve, and a connecting rod, the assembly rib is embedded in the prefabricated wall panel, the end of the assembly rib is fixedly connected to one end of the embedded sleeve, the axial direction of the embedded sleeve is horizontally arranged, the other end of the embedded sleeve is sleeved with the connecting rod, and the connecting rod is located on the side of the prefabricated wall close to the other prefabricated wall;

[0020] The connecting rods corresponding to the two prefabricated walls are detachably fixedly connected via an assembly part.

[0021] Preferably, the connecting assembly includes an angle hook and an L-shaped angle plate, the angle hook is fixedly connected to the inner side of the L-shaped angle plate, the angle hook is embedded in the prefabricated wall panel, one vertical plate of the L-shaped angle plate is in the same plane as the side surface of the prefabricated wall panel in the first direction, and the other vertical plate of the L-shaped angle plate is in the same plane as the side surface of the prefabricated wall panel in the second direction;

[0022] The vertical plates of the L-shaped angle plates of adjacent prefabricated wall panels are spot-welded.

[0023] Preferably, the bottom end side edge of the prefabricated wall panel is provided with a full-length edge protection angle steel.

[0024] In a second aspect, the present application further provides a construction method of the composite wall panel structure pipe gallery provided in the first aspect of the present application, comprising the following steps:

[0025] Step 1: tying the bottom plate reinforcement and arranging the support structure;

[0026] Step 2: hoisting the prefabricated wall panels to the top of the cast-in-place base plate, with the bottom ends of the prefabricated wall panels placed on the top of the supporting structure; the opposing prefabricated wall panels are fixed by the limiting components, and the adjacent prefabricated wall panels are connected by the connecting components;

[0027] Step 3: Setting up formwork and pouring concrete to form the cast-in-place base plate. After the cast-in-place base plate solidifies and reaches the designed strength, the prefabricated wall panels are fixed to the cast-in-place base plate.

[0028] Step 4: erecting the prefabricated top panel between the installed prefabricated wall panels;

[0029] Step 5: After the prefabricated wall panels and the prefabricated top panels are installed, steel bars are arranged at the joints between adjacent prefabricated component units;

[0030] Step 6: Setting up formwork, embedding cast-in-situ structural steel bars, connecting the embedded steel bars of the prefabricated component units with the steel bars of the cast-in-situ structure, and forming the cast-in-situ structure connected to the prefabricated component units by pouring concrete in situ;

[0031] Step 7: After the concrete solidifies, remove the formwork and the limiting components and perform maintenance.

[0032] Compared with the prior art, the composite wall panel structure pipe gallery and construction method provided in this application achieve at least the following beneficial effects:

[0033] In this application, bottom plate steel bars and supporting structures are embedded in the cast-in-place bottom plate, and the tensile strength of the cast-in-place bottom plate is enhanced by the bottom plate steel bars. The supporting structure provides a rigid support foundation for the precast wall panels, so that a uniform force system is formed at the bottom of the entire tunnel, and the anti-settlement ability is improved, thereby ensuring that the bottom of the tunnel maintains structural integrity when the foundation settles unevenly, and avoiding cracking of the cast-in-place bottom plate; and, the precast top plate is arranged across the top of the precast wall panels, and the cast-in-place top of the cast-in-place structure is connected to multiple precast top plates, and the cast-in-place side is connected to multiple precast wall panels, forming a "precast-cast-in-place" composite load-bearing system, thereby improving the overall rigidity of the tunnel, which can withstand the upper covering soil and ground load, and at the same time enhance the ability to resist lateral soil pressure, thereby achieving an improvement in the stability and bearing capacity of the tunnel.

[0034] In addition, multiple prefabricated component units are arranged along a first direction, and each prefabricated component unit includes a prefabricated top plate and a prefabricated wall panel, which can be hoisted on site after being prefabricated in the factory, reducing the workload of on-site pouring, thereby shortening the construction period and reducing the difficulty of on-site construction. At the same time, the standardized production of prefabricated component units can ensure the dimensional accuracy of the components; the limiting components arranged between the relative prefabricated wall panels are used to fix the relative spacing and verticality of the two prefabricated wall panels during the construction process, avoid position deviation during the installation of the prefabricated wall panels, ensure the accurate internal space dimensions of the tunnel, ensure the overall stability during the installation of the prefabricated wall panels, and prevent the wall from overturning during the installation process; thus, the construction efficiency of the tunnel is improved and the accuracy is optimized.

[0035] In addition, adjacent prefabricated wall panels are connected by connecting components to form a transverse continuous structure, which can enhance the shear resistance and seismic performance of the tunnel along the longitudinal direction, prevent cracks between adjacent prefabricated wall panels, improve the overall durability of the structure, and at the same time ensure the overall stability of the prefabricated wall panels during installation, and prevent the prefabricated wall panels from overturning during the installation process; the one-piece connection between the cast-in-place top and the cast-in-place side can fill the gaps between the prefabricated component units, thereby reducing the risk of water leakage at the joints and forming a closed waterproof system, which is suitable for underground humid environments and extends the service life of the tunnel; thus enhancing the integrity and durability of the tunnel.

[0036] Of course, any product implementing this application does not necessarily need to achieve all of the technical effects described above at the same time.

[0037] Other features and advantages of the present application will become apparent from the following detailed description of exemplary embodiments of the present application with reference to the accompanying drawings. BRIEF DESCRIPTION OF THE DRAWINGS

[0038] The accompanying drawings, which are incorporated in and constitute a part of the specification, illustrate embodiments of the application and, together with the description, serve to explain the principles of the application.

[0039] Figure 1 The figure shows a schematic cross-sectional structure diagram of a pipe gallery with a composite wall panel structure provided in an embodiment of the present application;

[0040] Figure 2 The figure shows a schematic diagram of a pipe gallery with a composite wall panel structure provided in an embodiment of the present application;

[0041] Figure 3 The figure shows a schematic structural diagram of a prefabricated wall panel in an embodiment of the present application;

[0042] Figure 4 The figure shows a schematic structural diagram of the connection structure between relative prefabricated wall panels in an embodiment of the present application;

[0043] Figure 5 The figure shows a schematic diagram of the structure of the assembly in the embodiment of the present application;

[0044] Figure 6 Shown is a structural schematic diagram of a connection assembly in an embodiment of the present application;

[0045] Figure 7 The figure shows a schematic diagram of the structure of the lifting ring in the embodiment of the present application;

[0046] Figure 8 The figure shows a structural diagram of the construction process of the composite wall panel structure pipeline corridor in an embodiment of the present application.

[0047] Description of reference numerals:

[0048] 100-cast-in-situ bottom plate, 110-support structure, 120-bottom plate reinforcement, 200-cast-in-situ structure, 210-cast-in-situ top, 211-second transverse reinforcement, 220-cast-in-situ side, 221-second vertical reinforcement, 222-second horizontal reinforcement, 300-precast component unit, 301-hook reinforcement, 310-precast top plate, 311-first transverse reinforcement, 312-hook reinforcement, 320-precast wall panel, 321-first Vertical reinforcement, 322-first horizontal reinforcement, 323-assembly reinforcement, 324-embedded sleeve, 325-connecting rod, 326-assembly fittings, 327-connecting assembly, 3271-angle hook, 3272-L-shaped angle plate, 328-full-length edge protection angle steel, 330-corbel structure, 400-lifting ring, 501-first measure reinforcement, 502-first joint treatment reinforcement, 503-second measure reinforcement, 504-second joint treatment reinforcement. DETAILED DESCRIPTION

[0049] Various exemplary embodiments of the present application will now be described in detail with reference to the accompanying drawings. It should be noted that unless otherwise specifically stated, the relative arrangements of components and steps, numerical expressions and numerical values ​​set forth in these embodiments do not limit the scope of the present application.

[0050] The following description of at least one exemplary embodiment is merely illustrative in nature and is in no way intended to limit the present disclosure, its application, or uses.

[0051] Technologies, methods, and equipment known to ordinary technicians in the relevant art may not be discussed in detail, but where appropriate, the technologies, methods, and equipment should be considered part of the specification.

[0052] In all examples shown and discussed herein, any specific values ​​should be interpreted as merely exemplary and not limiting. Therefore, other examples of the exemplary embodiments may have different values.

[0053] It will be apparent to those skilled in the art that various modifications and variations can be made to this application without departing from the spirit or scope of this application. Therefore, this application is intended to cover modifications and variations of this application that fall within the scope of the corresponding claims (technical solutions claimed for protection) and their equivalents. It should be noted that the embodiments provided in the examples of this application may be combined with each other unless there is any inconsistency.

[0054] It should be noted that like reference numerals and letters refer to like items in the following figures, and therefore, once an item is defined in one figure, it need not be further discussed in subsequent figures.

[0055] Figure 1 FIG. 1 is a schematic diagram of the cross-sectional structure of a pipe gallery with a composite wall panel structure provided in an embodiment of the present application. Figure 2 The figure shows the structure of the pipe gallery with a composite wall panel structure provided by an embodiment of the present application. Figure 3 Shown is a schematic structural diagram of a prefabricated wall panel in an embodiment of the present application.

[0056] See also Figure 1 and Figure 3 An embodiment of the present application provides a composite wall panel structure pipeline corridor, including a cast-in-place base plate 100, a cast-in-place structure 200 and a plurality of prefabricated component units 300.

[0057] The cast-in-place base plate 100 is internally embedded with base plate reinforcement 120 and a support structure 110;

[0058] Multiple prefabricated component units 300 are arranged along a first direction D1. Each prefabricated component unit 300 includes a prefabricated top plate 310 and two prefabricated wall panels 320. The two prefabricated wall panels 320 are arranged opposite each other along a second direction D2. The prefabricated top plate 310 is arranged astride the tops of the two prefabricated wall panels 320. The bottom ends of the prefabricated wall panels 320 abut against the support structure 110. The prefabricated wall panels 320 are fixedly connected to the cast-in-place bottom plate 100 by pouring concrete.

[0059] The cast-in-place structure 200 includes an integrally formed cast-in-place top portion 210 and two cast-in-place side portions 220. The cast-in-place side portions 220 are located at both ends of the multiple cast-in-place top portions 210 along the second direction D2. The cast-in-place side portions 220 are fixedly connected to the multiple prefabricated wall panels 320 by pouring concrete. The cast-in-place top portion 210 is located on top of the multiple prefabricated top panels 310. The cast-in-place top portion 210 is fixedly connected to the multiple prefabricated top panels 310 by pouring concrete.

[0060] A limiting assembly is set between two opposing prefabricated wall panels 320, and at least part of the components of the limiting assembly are detachably connected to the prefabricated wall panels 320. The limiting assembly is used to fix the spacing and verticality of the two relative prefabricated wall panels 320 during the construction process; a connecting assembly 327 is set between two adjacent prefabricated wall panels 320, and the connecting assembly 327 is used to connect adjacent prefabricated wall panels 320.

[0061] In the composite wall panel structure tunnel provided in this embodiment, bottom plate steel bars 120 and a support structure 110 are embedded in the cast-in-place bottom plate 100. The bottom plate steel bars 120 enhance the tensile strength of the cast-in-place bottom plate 100, and the support structure 110 provides a rigid support foundation for the prefabricated wall panels 320, so that a uniform force system is formed at the bottom of the entire tunnel, and the anti-settlement ability is improved, thereby ensuring that the tunnel bottom maintains structural integrity when the foundation settles unevenly and avoiding cracking of the cast-in-place bottom plate 100; in addition, the prefabricated top plate 310 is arranged astride the top of the prefabricated wall panels 320, the cast-in-place top 210 of the cast-in-place structure 200 is connected to multiple prefabricated top plates 310, and the cast-in-place side parts 220 are connected to multiple prefabricated wall panels 320, forming a "prefabricated-cast-in-place" composite load-bearing system, thereby improving the overall rigidity of the tunnel, capable of withstanding the upper covering soil and ground loads, while enhancing the ability to resist lateral earth pressure, and achieving improved stability and bearing capacity of the tunnel.

[0062] In addition, multiple prefabricated component units 300 are arranged along the first direction D1, and each prefabricated component unit 300 includes a prefabricated top plate 310 and a prefabricated wall panel 320, which can be hoisted on site after prefabrication in the factory, reducing the workload of on-site pouring, thereby shortening the construction period and reducing the difficulty of on-site construction. At the same time, the standardized production of the prefabricated component units 300 can ensure the dimensional accuracy of the components; the limiting components arranged between the relative prefabricated wall panels 320 are used to fix the relative spacing and verticality of the two prefabricated wall panels 320 during the construction process, avoid position deviation during the installation of the prefabricated wall panels 320, ensure the accurate internal space dimensions of the pipe corridor, ensure the overall stability during the installation of the prefabricated wall panels 320, and prevent the wall from overturning during the installation process, thereby achieving improved construction efficiency and optimized precision of the pipe corridor.

[0063] In addition, adjacent prefabricated wall panels 320 are connected by connecting components 327 to form a transverse continuous structure, thereby enhancing the shear resistance and seismic performance of the pipeline corridor in the longitudinal direction, preventing cracks from occurring between adjacent prefabricated wall panels 220, and improving the overall durability of the structure. At the same time, the overall stability of the prefabricated wall panels 320 during installation is ensured, and the prefabricated wall panels 320 are prevented from overturning during the installation process; the one-piece connection between the cast-in-place top 210 and the cast-in-place side 220 can fill the gap between the prefabricated component units 300, thereby reducing the risk of water leakage at the joints, forming a closed waterproof system, which is suitable for underground humid environments and prolongs the service life of the pipeline corridor; thereby enhancing the integrity and durability of the pipeline corridor.

[0064] See also Figure 2 and Figure 3 In some embodiments, the prefabricated wall panel 320 is embedded with a plurality of hooking bars 301, first vertical bars 321 extending in the vertical direction, and first horizontal bars 322 arranged at intervals along the vertical direction, and the plurality of first horizontal bars 322 are connected to the first vertical bars 321 to form a grid structure; the cast-in-place side portion 220 is embedded with a plurality of second vertical bars 221 extending in the vertical direction and second horizontal bars 222 arranged at intervals along the vertical direction, and the plurality of second horizontal bars 222 are connected to the second vertical bars 221 to form a grid structure; one end of the hooking bar 301 is hooked with the first horizontal bar 322 and embedded in the prefabricated wall panel 320, and the other end of the hooking bar 301 is hooked with the second horizontal bar 222 and embedded in the cast-in-place side portion 220.

[0065] In this embodiment, a grid structure is formed between the first vertical rib 321 and the first horizontal rib 322 in the prefabricated wall panel 320, and between the second vertical rib 221 and the second horizontal rib 222 in the cast-in-place side portion 220, thereby enhancing the structural strength of the prefabricated wall panel 320 and the cast-in-place side portion 220. In specific implementation, multiple hooking bars 301 can be evenly distributed on the entire wall surface of the prefabricated wall panel 320, one end of the hooking bar 301 is hooked with the first horizontal rib 322 of the prefabricated wall panel 320 and embedded in the prefabricated wall panel 320, and the other end of the hooking bar 301 is hooked with the second vertical rib 221 of the cast-in-place side portion 220 and embedded in the cast-in-place side portion 220. This cross-anchoring method enables the prefabricated component unit 300 to form a firm "mechanical bite" with the cast-in-place structure 200, effectively transmitting tension and shear force, significantly improving the connection strength at the joints, avoiding cracks or detachment, and ensuring the overall stability of the tunnel structure.

[0066] See also Figure 2 and Figure 3 In some embodiments, the upper end of the first vertical rib 321 is a bent anchor structure and is buried in the cast-in-place top 210, and the lower end of the first vertical rib 321 is a straight anchor structure and is buried in the cast-in-place bottom plate 100. This can further improve the connection strength between the prefabricated wall panel 320 and the cast-in-place structure 200, and between the prefabricated wall panel 320 and the cast-in-place bottom plate 100, thereby improving the stability of the pipe corridor.

[0067] See also Figure 2 In some embodiments, the prefabricated top plate 310 is embedded with a first transverse rib 311 extending along the second direction D2 and a plurality of hook ribs 312 arranged at intervals along the second direction D2, and the plurality of hook ribs 312 are connected to the first transverse rib 311 to form a grid structure; the cast-in-place top 210 is embedded with a plurality of second transverse ribs 211 extending along the second direction D2, and the plurality of second transverse ribs 211 and the hook ribs 312 form a connected reinforcement system.

[0068] In this embodiment, a grid structure is formed by the first transverse reinforcement 311 and the hook reinforcement 312, and the second transverse reinforcement 211 in the cast-in-place top 210 is connected to the hook reinforcement 312, thereby enhancing the continuity of the reinforcement between the prefabricated top plate 310 and the cast-in-place top 210, improving the overall bending and shear resistance of the top of the tunnel corridor, reducing the amount of on-site reinforcement processing and improving construction efficiency. At the same time, the grid reinforcement can suppress concrete cracks and ensure the uniformity of the protective layer, thereby enhancing the durability and impermeability of the tunnel corridor and realizing the coordinated force of the prefabricated and cast-in-place parts.

[0069] Continue to see Figures 1 to 3 In some embodiments, a corbel structure 330 is provided on the top of the prefabricated wall panel 320 , and the prefabricated wall panel 320 and the corbel structure 330 are integrally formed; the prefabricated top plate 310 is provided on the top surface of the prefabricated corbel structure 330 .

[0070] During specific implementation, steel bars are also provided in the corbel structure 330, which are connected with the steel bars in the prefabricated wall panel 320 to form a through reinforcement system. The steel bar arrangement of the corbel structure 330 is consistent with that of the conventional corbel, including main stress-bearing bars and stirrups, to ensure the bearing capacity and shear resistance of the corbel structure 330 when supporting the prefabricated top plate.

[0071] In this embodiment, the top surface of the corbel structure 330 provides direct support for the prefabricated top panel 310, which simplifies the installation process of the prefabricated top panel 310 and improves the positioning accuracy; at the same time, the prefabricated wall panel 320 and the corbel structure 330 are integrally formed, which enhances the connection strength between the corbel structure 330 and the prefabricated wall panel 320, reduces stress concentration problems, and improves the overall structural stability.

[0072] Figure 4 The figure shows a schematic diagram of the connection structure between relative prefabricated wall panels in an embodiment of the present application. Figure 5 Shown is a schematic structural diagram of an assembly in an embodiment of the present application.

[0073] See also Figure 4 and Figure 5 In some embodiments, the limiting assembly includes an assembly rib 323, an embedded sleeve 324 and a connecting rod 325. The assembly rib 323 is embedded in the prefabricated wall panel 320, and the end of the assembly rib 323 is fixedly connected to one end of the embedded sleeve 324. The axial direction of the embedded sleeve 324 is horizontally arranged, and a connecting rod 325 is sleeved in the other end of the embedded sleeve 324. The connecting rod 325 is located on the side of the prefabricated wall close to the other prefabricated wall; the connecting rods 325 corresponding to the two prefabricated walls are detachably fixedly connected by an assembly part 326.

[0074] In this embodiment, the limiting component includes assembly ribs 323, embedded sleeves 324 and connecting rods 325. The limiting component can achieve precise control of the spacing and verticality of the prefabricated wall panels 320. The assembly ribs 323 are embedded in the prefabricated wall panels 320 to ensure connection reliability during construction. The detachable assembly parts 326 are easy to remove after positioning to avoid affecting structural deformation. The socket design of the embedded sleeves 324 and the connecting rods 325 improves the flexibility of on-site installation. The limiting component can be reused to reduce construction costs and ensure the installation accuracy of the prefabricated wall panels 320 to ensure the overall stability of the corridor.

[0075] Figure 6 Shown is a structural schematic diagram of the connection component in an embodiment of the present application.

[0076] See also Figure 4 and Figure 6In some embodiments, the connecting component 327 includes an angle hook 3271 and an L-shaped angle plate 3272. The angle hook 3271 is fixedly connected to the inner side of the L-shaped angle plate 3272. The angle hook 3271 is buried in the prefabricated wall panel 320. One vertical plate of the L-shaped angle plate 3272 is in the same plane as the side of the prefabricated wall panel 320 in the first direction D1, and the other vertical plate of the L-shaped angle plate 3272 is in the same plane as the side of the prefabricated wall panel 320 in the second direction D2; the vertical plates of the L-shaped angle plates 3272 of adjacent prefabricated wall panels 320 are spot welded.

[0077] In this embodiment, the angle hook 3271 is buried in the prefabricated wall panel 320 and fixedly connected to the inner side of the L-shaped angle plate 3272. In this way, the angle hook 3271 can effectively transmit tension and shear force, and firmly connect adjacent prefabricated wall panels 320; the vertical plates of the L-shaped angle plates 3272 of adjacent prefabricated wall panels 320 are spot-welded, which further enhances the connection strength at the joints of adjacent prefabricated wall panels 320, so that multiple prefabricated wall panels 320 form a stable whole after splicing, thereby improving the ability of the pipeline corridor to resist external loads (such as soil pressure and ground vehicle loads), and ensuring the stability and safety of the pipeline corridor structure in long-term use. The angle hook 3271 and the L-shaped angle plate 3272 can be installed during the production stage of the prefabricated wall panel 320. During on-site construction, it is only necessary to spot-weld the L-shaped angle plates 3272 of adjacent prefabricated wall panels 320 for temporary support. The operation is simple and quick. This combination of prefabrication and on-site welding reduces the construction difficulty, shortens the construction period, and facilitates quality control by construction personnel, thereby improving construction efficiency.

[0078] See also Figure 2 and Figure 4 In some embodiments, a full-length edge protection angle steel 328 is provided on the bottom side edge of the prefabricated wall panel 320. The full-length edge protection angle steel 328 is used to protect the prefabricated wall during construction and installation to prevent the prefabricated wall panel 320 from being damaged during the installation process.

[0079] Figure 7 The structure diagram of the lifting ring in the embodiment of the present application is shown. In specific implementation, the lifting ring 400 is provided for the prefabricated wall panel 320 and the prefabricated top panel 310 to facilitate the lifting of the prefabricated wall panel 320 and the prefabricated top panel 310.

[0080] Figure 8 The diagram shows the structure of the pipe gallery with composite wall panels during construction in the embodiment of the present application. Figure 2 and Figure 8 Based on the same inventive concept, the present application also provides a construction method for a pipe gallery with a composite wall panel structure as provided in any of the above embodiments. The construction method comprises the following steps:

[0081] Step 1: Tie the bottom plate reinforcement 120 and arrange the support structure 110;

[0082] Step 2: Hoist the prefabricated wall panels 320 to the top of the cast-in-place base plate 100, with the bottom of the prefabricated wall panels 320 placed on the top of the support structure 110; the opposing prefabricated wall panels 320 are fixed by limiting assemblies, and adjacent prefabricated wall panels 320 are connected by connecting assemblies 327;

[0083] Step 3: Set up the formwork and pour concrete to form the cast-in-place base plate 100. After the cast-in-place base plate 100 solidifies and reaches the designed strength, the prefabricated wall panel 320 is fixed to the cast-in-place base plate 100.

[0084] Step 4: Install the prefabricated top panel 310 between the installed prefabricated wall panels 320;

[0085] Step 5: After the prefabricated wall panels 320 and the prefabricated top panels 310 are installed, steel bars are arranged at the joints between adjacent prefabricated component units 300;

[0086] Step 6: Set up the formwork, bury the steel bars of the cast-in-place structure 200, connect the pre-buried steel bars of the prefabricated component unit 300 with the steel bars of the cast-in-place structure 200, and form the cast-in-place structure 200 connected to the prefabricated component unit 300 by pouring concrete in situ;

[0087] Step 7: After the concrete solidifies, remove the formwork and limit components and carry out maintenance.

[0088] When implementing step 5, see Figure 8 , two first measure ribs 501 and a plurality of first joint treatment ribs 502 connected to the first measure ribs 501 are provided at the joints of the prefabricated wall panels 320, and the first measure ribs 501 extend along the vertical direction to the cast-in-place structure 200 in the next step (step six) and do not pass through the cast-in-place structure 200, and the plurality of first joint treatment ribs 502 are evenly arranged along the vertical direction, and the two ends of each first joint treatment rib 502 are respectively connected to the pre-buried hook bars 301 of the two adjacent prefabricated wall panels 320; two second measure ribs 503 and a plurality of second joint treatment ribs 504 are provided at the joints of the prefabricated top plate 310, and the second measure ribs 503 extend along the second direction D2, and the plurality of second joint treatment ribs 504 are provided. The second joint treatment bars 504 are evenly arranged along the second direction D2, and the two ends of each second joint treatment bar 504 are respectively connected to two second treatment bars 503; in this way, the adjacent prefabricated component units 300 are "rigidly connected" as a whole through the steel bars, so that the load can be transmitted to the entire structural system through the steel bars, avoiding excessive force on local components alone, and significantly improving the overall stiffness and coordinated deformation capacity of the structure; arranging steel bars at the joints can enhance the integrity and stiffness of the structure, optimize force transmission to improve bearing capacity, inhibit cracks, enhance crack resistance, improve seismic ductility and safety, improve durability, extend life, and ensure reliable connection and adapt to construction errors.

[0089] In the construction method of the composite wall panel structure pipeline corridor provided in this embodiment, the prefabricated wall panels 320 and the prefabricated top panels 310 are prefabricated in the factory and directly hoisted on site, reducing the workload of on-site pouring, thereby transferring part of the process to the factory, shortening the on-site construction time, and being suitable for municipal projects with tight construction schedules; the prefabricated wall panels 320 are abutted by the supporting structure 110, and after the concrete of the cast-in-place bottom plate 100 solidifies, the prefabricated wall panels 320 are fixedly connected to the cast-in-place bottom plate 100 to form a whole, and the synergistic effect of the embedded steel bars and the cast-in-place concrete is combined to enhance the structural integrity and shear resistance, thereby effectively improving the bearing capacity and seismic resistance of the pipeline corridor.

[0090] Furthermore, the high precision and controlled quality of the prefabricated component units 300 reduce the complexity of on-site formwork support and rebar binding. Standardized prefabricated components lower the technical barriers to construction, minimize human error, and ease on-site construction difficulties, ensuring consistent construction quality. Furthermore, factory prefabrication reduces on-site construction waste, dust, and noise pollution. The high reuse rate of prefabricated components reduces material waste, and the shortened construction period further saves costs such as labor and equipment rental. Furthermore, modular prefabricated components facilitate the adjustment of the corridor's size and functionality to meet diverse project requirements. The design of the limiter and connection components 327 facilitates component installation and disassembly, facilitating subsequent maintenance and renovation.

[0091] Although some specific embodiments of the present application have been described in detail by way of examples, it should be understood by those skilled in the art that the above examples are for illustration only and are not intended to limit the scope of the present application. It should be understood by those skilled in the art that the above embodiments may be modified without departing from the scope and spirit of the present application. The scope of the present application is defined by the appended claims.

Claims

1. A pipe gallery with a composite wall panel structure, characterized in that: include: Cast-in-place base plate with base plate reinforcement and supporting structure embedded inside; A plurality of prefabricated component units are arranged along a first direction, each of the prefabricated component units includes a prefabricated top plate and two prefabricated wall panels, the two prefabricated wall panels are arranged opposite each other along a second direction, the prefabricated top plate is arranged astride the tops of the two prefabricated wall panels, the bottom ends of the prefabricated wall panels abut against the support structure, and the cast-in-place bottom plate is fixedly connected to the prefabricated wall panels by pouring concrete; The cast-in-place structure comprises an integrally formed cast-in-place top and two cast-in-place side portions, wherein the cast-in-place side portions are located at both ends of the cast-in-place top along the second direction, the cast-in-place side portions are fixedly connected to the plurality of prefabricated wall panels by pouring concrete, and the cast-in-place top is located on top of the prefabricated top plate, and the cast-in-place top is fixedly connected to the plurality of prefabricated top plates by pouring concrete; A limiting assembly is provided between two relative prefabricated wall panels, at least part of the components of the limiting assembly are detachably connected to the prefabricated wall panels, and the limiting assembly is used to fix the spacing and verticality of the two relative prefabricated wall panels during the construction process; a connecting assembly is provided between two adjacent prefabricated wall panels, and the connecting assembly is used to connect the adjacent prefabricated wall panels.

2. The composite wall panel structure pipe gallery according to claim 1, characterized in that: The prefabricated wall panel is embedded with a plurality of hooking bars, first vertical bars extending in the vertical direction, and first horizontal bars spaced apart in the vertical direction, wherein the plurality of first horizontal bars are connected with the first vertical bars to form a grid structure; A plurality of second vertical ribs extending in the vertical direction and second horizontal ribs spaced apart in the vertical direction are embedded in the cast-in-place side portion, wherein the plurality of second horizontal ribs are connected to the second vertical ribs to form a grid structure; One end of the hooking bar is hooked with the first horizontal bar and embedded in the prefabricated wall panel, and the other end of the hooking bar is hooked with the second horizontal bar and embedded in the cast-in-place side portion.

3. The composite wall panel structure pipe gallery according to claim 2, characterized in that: The upper end portion of the first vertical reinforcement is a bent anchor structure and is embedded in the cast-in-place top portion, and the lower end portion of the first vertical reinforcement is a straight anchor structure and is embedded in the cast-in-place bottom plate.

4. The composite wall panel structure pipe gallery according to claim 1, characterized in that: The prefabricated top plate is embedded with first transverse ribs extending along the second direction and a plurality of hook ribs arranged at intervals along the second direction, wherein the plurality of hook ribs are connected to the first transverse ribs to form a grid structure; A plurality of second transverse ribs extending along a second direction are embedded in the cast-in-place top, and the plurality of second transverse ribs and the hook ribs form a reinforcement system connected to each other.

5. The composite wall panel structure pipe gallery according to claim 1, characterized in that: A corbel structure is provided on the top of the prefabricated wall panel, and the prefabricated wall panel and the corbel structure are integrally formed; The prefabricated top plate is arranged on the top surface of the corbel structure.

6. The composite wall panel structure pipe gallery according to claim 1, characterized in that: The limiting assembly includes an assembly rib, an embedded sleeve, and a connecting rod. The assembly rib is embedded in the prefabricated wall panel. The end of the assembly rib is fixedly connected to one end of the embedded sleeve. The embedded sleeve is arranged axially horizontally. The other end of the embedded sleeve is sleeved with the connecting rod. The connecting rod is located on the side of the prefabricated wall close to the other prefabricated wall. The connecting rods corresponding to the two prefabricated walls are detachably fixedly connected via an assembly part.

7. The composite wall panel structure pipe gallery according to claim 1, characterized in that: The connecting assembly includes an angle hook and an L-shaped angle plate, wherein the angle hook is fixedly connected to the inner side of the L-shaped angle plate, and the angle hook is embedded in the prefabricated wall panel, wherein one vertical plate of the L-shaped angle plate is in the same plane as the side surface of the prefabricated wall panel in the first direction, and the other vertical plate of the L-shaped angle plate is in the same plane as the side surface of the prefabricated wall panel in the second direction; The vertical plates of the L-shaped angle plates of adjacent prefabricated wall panels are spot-welded.

8. The composite wall panel structure pipe gallery according to claim 1, characterized in that: The bottom end side edge of the prefabricated wall panel is provided with a full-length edge protection angle steel.

9. A construction method for a composite wall panel structure pipe gallery according to any one of claims 1 to 8, characterized in that: The following steps are involved: Step 1: tying the bottom plate reinforcement and arranging the support structure; Step 2: hoisting the prefabricated wall panel to the top of the cast-in-place base plate, with the bottom end of the prefabricated wall panel placed on the top of the supporting structure; The opposing prefabricated wall panels are fixed by the limiting components, and the adjacent prefabricated wall panels are connected by the connecting components; Step 3: Setting up formwork and pouring concrete to form the cast-in-place base plate. After the cast-in-place base plate solidifies and reaches the designed strength, the prefabricated wall panels are fixed to the cast-in-place base plate. Step 4: erecting the prefabricated top panel between the installed prefabricated wall panels; Step 5: After the installation of prefabricated wall panels and prefabricated roof panels is completed, arrange the reinforcement bars at the joints between the prefabricated components; Step 6: Setting up formwork, embedding cast-in-situ structural steel bars, connecting the embedded steel bars of the prefabricated component units with the steel bars of the cast-in-situ structure, and forming the cast-in-situ structure connected to the prefabricated component units by pouring concrete in situ; Step 7: After the concrete solidifies, remove the formwork and the limiting components and perform maintenance.

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