CN216587005U - Assembled top beam frame for container type prefabricated house - Google Patents

Assembled top beam frame for container type prefabricated house Download PDF

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Publication number
CN216587005U
CN216587005U CN202122929605.7U CN202122929605U CN216587005U CN 216587005 U CN216587005 U CN 216587005U CN 202122929605 U CN202122929605 U CN 202122929605U CN 216587005 U CN216587005 U CN 216587005U
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steel beam
shaped
mortise
tenon
roof
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侯云锋
钱晓惠
陆秋冬
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Suzhou Zhongnan Steel Structure Co ltd
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Suzhou Zhongnan Steel Structure Co ltd
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Abstract

本实用新型揭示了用于立顶集装箱式活动房的组装式顶梁框架,包括平直钢梁、V型钢梁、若干V型支撑筋管,平直钢梁与V型钢梁之间设有可拆卸式配接的角梁座,V型钢梁包括两个互成夹角的可拆卸拼接的钢梁支架,V型支撑筋管包括两个互成夹角的可拆卸式拼接的拼接方管。本实用新型通过平直钢梁与V型钢梁的拼接结构代替传统地矩形框架设计,满足立顶边侧支撑钢梁拼接成型需求,无需进行额外V型顶梁焊接,在确保整体结构强度的同时极大地降低了框架重量,成本得到有效控制。采用拼接V型钢梁与拼接V型支撑筋管设计代替传统焊接V型结构件,满足拆卸运输与现场无焊组装作业需求,具备非常可靠地结构稳定性。

Figure 202122929605

The utility model discloses an assembled roof beam frame used for a vertical-top container-type movable house, which comprises a straight steel beam, a V-shaped steel beam, and a plurality of V-shaped supporting bars, and a structure is arranged between the straight steel beam and the V-shaped steel beam. There is a detachable matching corner beam seat, the V-shaped steel beam includes two detachable spliced steel beam brackets at an included angle, and the V-shaped support rib tube includes two detachable spliced splices at an included angle. Square tube. The utility model replaces the traditional rectangular frame design by the splicing structure of the flat steel beam and the V-shaped steel beam, so as to meet the requirements of the splicing and forming of the supporting steel beams on the side of the vertical roof, without the need for additional welding of the V-shaped roof beam, while ensuring the strength of the overall structure. At the same time, the weight of the frame is greatly reduced, and the cost is effectively controlled. The design of spliced V-shaped steel beams and spliced V-shaped supporting ribs is used to replace the traditional welded V-shaped structural parts, which can meet the needs of disassembly, transportation and on-site welding-free assembly operations, and has very reliable structural stability.

Figure 202122929605

Description

Assembled top beam frame for container type prefabricated house
Technical Field
The utility model relates to an assembled top beam frame for a container type prefabricated house on the vertical top, belonging to the technical field of assembling the top beam frame on the vertical top.
Background
A container prefabricated house, also called a container house, a container house and a container house, is a house which is mainly formed by slightly modifying a container as a base material and has a window and a door. Such container house is commonly used as workman's dormitory in the building site, also someone uses as renting the house, and is sturdy and durable, builds the convenience. Thus, the container house is also referred to as a people container.
The container prefabricated house is divided into a container type container house, a welding container house and a dismounting container house, wherein the container type container house is a container house reconstructed by using a traditional container, is used for recycling a waste container, and is characterized by being firm and capable of bearing larger pressure; the welded container house is a brand-new welded movable house, namely a living container popular in recent years, is also called a container movable house because the technology of the welded container house is close to that of a first container, and the container house has the technical standard lower than that of a container and is characterized by convenient transportation, installation and movement, lower cost, more than ten years of service life, higher return on investment and wider use range; the disassembly and assembly container prefabricated house is arranged between the prefabricated house and the container house, the modularization production technology is mainly adopted, one container is modularized into standard parts, the assembly in a field is reproduced when the disassembly and assembly container is needed, the assembly and disassembly speed can be accelerated, and the transportation cost can be reduced.
The container prefabricated house is almost as firm as the built building, the surrounding and partition wall foundations are leveled, and reinforced concrete is preferably used, so that the container prefabricated house is firmer; then, erecting columns, connecting the frameworks by using transverse beams, and arranging the upper partition plate, the outer wall plate and the door and window frame; then, paving a floor, installing a layer upwards, and then installing a roof truss and a roof panel; and finally, installing doors and windows and the like, and pulling the vertical supports. And sanitary ware such as small hardware. In fact, the structure is a light steel structure, and is very similar to a heavy steel structure factory building.
The container prefabricated house is distinguished according to the roof, can divide into flat-topped container room and upright container room, flat-topped container room and upright container room all can the exclusive use, and flat-topped container room can also regard as multiunit concatenation to fold and establish the use, thereby construct the multilayer building body in a plurality of independent spaces, and upright container room mainly used exclusive use or as the top layer box room when multiunit founds and use, utilize the upright structure at top, can realize certain ground water conservancy diversion effect, can play certain pit wind-force effect simultaneously, satisfy the structural strength demand of whole building.
The container formula prefabricated house that erects needs to erect a frame design, and traditional girder steel structure adopts the rectangular frame main part, carries out V type back timber welding on a set of relative girder steel of rectangular frame main part, and its welding back volume is very huge, and difficult realization transportation, and structural damage appears very easily in the transportation, influences the on-the-spot shaping of establishing.
In addition, traditional rectangular frame main part can adopt tenon fourth of twelve earthly branches cooperation structure, realizes the equipment cooperation between two right angle girder steels through the corner seat promptly, and the corner seat can't realize with the equipment cooperation of two right angle girder steels and V type back timber, and V type back timber has a plurality of V type muscle in addition, and the V type muscle generally is by two tubular product welded forming that each other become the contained angle, and it is in the transportation, and the welding kink produces the damage easily to lead to whole bearing to appear the defect.
Disclosure of Invention
The utility model aims to solve the defects of the prior art, and provides an assembled top beam frame for a container type prefabricated house on the vertical top, aiming at the problems that the traditional welding type vertical top frame is difficult to transport and easy to damage and influence bearing.
In order to achieve the purpose, the technical scheme adopted by the utility model is as follows:
an assembled top beam frame for a container type prefabricated house comprises two straight steel beams which are oppositely arranged, two V-shaped steel beams which are oppositely arranged, a plurality of V-shaped supporting reinforced pipes which are arranged between the two straight steel beams and are parallel to the V-shaped steel beams, corner beam seats which are detachably matched and connected are arranged between the adjacent straight steel beams and the V-shaped steel beams,
the V-shaped steel beam comprises two steel beam supports which form an included angle, a bolt plate assembling mechanism is arranged between the two steel beam supports, the V-shaped supporting rib pipe comprises two spliced square pipes which form an included angle, and a lock bolt splicing mechanism is arranged between the spliced square pipes.
Preferably, the lock bolt splicing mechanism comprises a bent plug pipe head arranged on one spliced square pipe and a locking pore passage arranged on the other spliced square pipe, and a lock bolt passage matched with the locking pore passage is arranged on the bent plug pipe head.
Preferably, set bar concatenation mechanism is including being located two double-end plug connector between the side pipe is managed in the concatenation, two grafting of double-end plug connector are served and are equipped with the hole slot part respectively, arbitrary be equipped with on the lateral wall of the side pipe of concatenation with hole slot part looks complex latch portion.
Preferably, the double-end plug connector is a solid metal structural member.
Preferably, the steel beam support is a steel bar main body with a slot, and the free ends of the two steel bar main bodies are respectively provided with a splicing bolt plate in butt joint matching.
Preferably, one end of the steel beam support, which deviates from the splicing bolt plate, is provided with a mortise and tenon joint groove, an assembly bolt plate is arranged in the mortise and tenon joint groove, the corner beam seat is provided with a first mortise and tenon joint bulge which is used for being penetrated in the mortise and tenon joint groove, and the free end of the first mortise and tenon joint bulge is provided with a steel beam support locking bolt plate which is matched with the assembly bolt plate.
Preferably, the straight steel beam is a slotted section steel with a slot, two ends of a cavity of the straight steel beam are respectively provided with a mortise and tenon assembling groove, a steel beam bolt plate is arranged in the mortise and tenon assembling groove, the corner beam seat is provided with a second mortise and tenon protrusion which is used for being penetrated in the mortise and tenon assembling groove, and a straight steel beam locking bolt plate which is correspondingly matched with the steel beam bolt plate is arranged at a free end of the second mortise and tenon protrusion.
Preferably, a plurality of square pipe locking tie plates which are used for carrying the V-shaped supporting rib pipes and are arranged at intervals are arranged in the cavity of the straight steel beam, and any V-shaped supporting rib pipe is provided with a matching connection locking tie plate which is used for matching with the square pipe locking tie plate.
Preferably, the side wall of the V-shaped steel beam is provided with a plurality of U-shaped limiting parts arranged at intervals.
The utility model has the following beneficial effects:
1. the splicing structure through straight girder steel and V shaped steel roof beam replaces traditional ground rectangle frame design, satisfies the roof side support girder steel concatenation shaping demand of standing, need not to carry out extra V type back timber welding, has greatly reduced frame weight when guaranteeing overall structure intensity, and the cost obtains effective control.
2. Adopt concatenation V shaped steel roof beam and the design of concatenation V type support muscle pipe to replace traditional welding V type structure spare, satisfy and dismantle transportation and on-the-spot solderless equipment operation demand, possess very reliable structural stability.
3. The integral welding-free assembly requirement of the top beam frame is met, the occupied space of the split and package is very small, the transportation cost is greatly reduced, and the field operation is efficient and smooth.
Drawings
Other features, objects and advantages of the present application will become more apparent upon reading of the detailed description of non-limiting embodiments made with reference to the following drawings:
fig. 1 is an exploded view of the assembled header frame for a container type prefabricated house according to the present invention.
Fig. 2 is a schematic structural view of a V-shaped steel beam in an assembled top beam frame for a container type prefabricated house.
Fig. 3 is a schematic structural view of a V-shaped support rib tube in an assembled top beam frame of a container type prefabricated house.
Fig. 4 is a schematic structural diagram of a preferred embodiment of the V-shaped supporting rib tube in the assembled top beam frame for the container type prefabricated house.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The present application will be described in further detail with reference to the following drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the relevant invention and are not limiting of the utility model. It should be noted that, for convenience of description, only the relevant portions of the related inventions are shown in the drawings. It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict.
The utility model provides an assembled top beam frame for a container type prefabricated house on the vertical top, which comprises two straight steel beams 1 arranged oppositely, two V-shaped steel beams 2 arranged oppositely and a plurality of V-shaped supporting reinforced pipes 3 arranged between the two straight steel beams and parallel to the V-shaped steel beams 2, wherein an angle beam seat 4 which is detachably connected is arranged between the adjacent straight steel beams 1 and the V-shaped steel beams 2, as shown in figures 1 to 4.
The V-shaped steel beam 2 comprises two steel beam supports 20 which form an included angle, a bolt plate assembling mechanism 5 is arranged between the two steel beam supports 20, the V-shaped supporting rib pipe 3 comprises two spliced square pipes 30 which form an included angle, and a lock bolt splicing mechanism 6 is arranged between the two spliced square pipes.
The specific implementation process and principle description are as follows:
realize replacing the structure of traditional rectangular steel beam frame through two straight girder steels 1, two V shaped steel roof beams 2 to satisfy the shaping demand of the opposite top of needle, and through the design of angle beam seat 4, satisfy the detachable equipment cooperation between straight girder steel 1 and the V shaped steel roof beam 2, need not to weld and can satisfy the equipment shaping.
It should be noted that the V-shaped supporting rib pipes 3 and the V-shaped steel beams 2 are of a splicing structure, the bolt plate assembling mechanism can be used for assembling and matching the bolts between the two steel beam supports 20, and the bolt plate splicing mechanism can be used for assembling and matching the two spliced square pipes, so that the bending and welding of the V-shaped structural part are not needed, the strength of the assembling structure is ensured, the damage of the welding ends in the transportation process is not easy to occur, and the smooth and efficient field assembling operation is ensured.
In one embodiment, as shown in fig. 3, the latch splicing mechanism 6 includes a bent plug 61 disposed on one square spliced tube and a locking hole disposed on the other square spliced tube, and a latch passage is disposed on the bent plug and is matched with the locking hole.
Specifically, the bending connector 61 is a forming part formed by bending the free end of the square splicing pipe, the forming part occupies a very small space, and when field assembly operation is performed, the bending connector 61 is inserted into another straight square splicing pipe and then passes through the lock bolt channel and the lock hole channel through the lock bolt, so that assembly forming is realized, the volume of the whole transport package can be reduced, and the field welding-free assembly requirement can be met.
In a preferred embodiment, as shown in fig. 4, the latch splicing mechanism 6 includes a double-end connector 62 located between two spliced square pipes, the two ends of the double-end connector are respectively provided with a hole slot portion, and the side wall of any spliced square pipe is provided with a latch portion matched with the hole slot portion. The double-end plug connector is a solid metal structural member.
Specifically speaking, the double-end connector 62 can meet the requirement of splicing and assembling two spliced square tubes, and is a fool-proof assembling structural member, and meanwhile, the spliced square tubes are straight tubes, so that the packaging volume is greatly reduced, the structural strength of turning points can be ensured by solid metal structural members, and the weight of the V-shaped supporting rib tubes 3 cannot be increased too much.
In one embodiment, the steel beam support 20 is a slotted steel bar body, and the free ends of the two steel bar bodies are respectively provided with butt-fit splicing toggle plates 50.
Namely, the two splicing bolt plates 50 are oppositely matched to construct the bolt plate assembling mechanism 5, and the slotted steel bar main body provides the working space for locking the lock bolt while meeting the structural strength.
In an embodiment, a tenon-and-mortise mating groove 21 is formed in an end of the steel beam bracket 20 away from the splicing bolt plate, an assembling bolt plate 22 is arranged in the tenon-and-mortise mating groove, a first tenon-and-mortise protrusion 41 for penetrating into the tenon-and-mortise mating groove is formed on the corner beam seat 4, and a steel beam bracket locking bolt plate 410 matched with the assembling bolt plate is arranged at a free end of the first tenon-and-mortise protrusion.
The straight steel beam 1 is a slotted section steel with a slot, the two ends of a cavity of the straight steel beam are respectively provided with a mortise and tenon assembling groove 11, a steel beam bolt plate 12 is arranged in the mortise and tenon assembling groove 11, the corner beam seat 4 is provided with a second mortise and tenon protrusion 42 which is used for being penetrated in the mortise and tenon assembling groove, and the free end of the second mortise and tenon protrusion is provided with a straight steel beam locking bolt plate 420 correspondingly matched with the steel beam bolt plate.
The specific implementation process and principle description are as follows:
the first mortise-tenon protrusions 41 and the second mortise-tenon protrusions 42 on the corner beam seat 4 can be matched with the straight steel beam 1 and the straight steel beam support 2 in mortise-tenon connection, so that the mortise-tenon connection forming matching precision is met, the bolt plate is used for locking after alignment assembly, and the whole structure is stable and reliable.
In one embodiment, a plurality of square pipe locking and bolting plates 7 for carrying V-shaped supporting rib pipes are arranged in the cavity of the straight steel beam 1 at intervals, and any V-shaped supporting rib pipe is provided with a matching and connecting locking and bolting plate 8 for matching with the square pipe locking and bolting plate.
In general, the V-shaped support ribs are connected by welding or drilling locking, in the scheme, the square tube locking bolt plate 7 is matched with the lock bolt between the connecting locking bolt plates 8, so that the structural stability of the straight steel beam 1 is not damaged, and the assembly is more convenient and faster.
In one embodiment, the side walls of the V-shaped steel beam 2 are provided with a plurality of U-shaped position-limiting members 9 arranged at intervals.
Specifically, the V-shaped steel beam 2 and the V-shaped supporting rib tube 3 are generally used for supporting and carrying a top plate, and in some applications where wind power is high or snow load is present, parallel ribs are used for auxiliary supporting and matching, so that the overall structural strength of the roof is improved, and the U-shaped limiting member 9 is used for carrying the parallel ribs to support and carry the top plate.
Through the above description, it can be found that the assembled top beam frame for the container type prefabricated house with the vertical roof, provided by the utility model, has the advantages that the traditional rectangular frame design is replaced by the splicing structure of the straight steel beams and the V-shaped steel beams, the splicing and forming requirements of the support steel beams on the vertical roof side are met, the additional welding of the V-shaped top beam is not needed, the frame weight is greatly reduced while the overall structural strength is ensured, and the cost is effectively controlled. Adopt concatenation V shaped steel roof beam and the design of concatenation V type support muscle pipe to replace traditional welding V type structure spare, satisfy and dismantle transportation and on-the-spot solderless equipment operation demand, possess very reliable structural stability. The integral welding-free assembly requirement of the top beam frame is met, the occupied space of the split and package is very small, the transportation cost is greatly reduced, and the field operation is efficient and smooth.
The terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
So far, the technical solutions of the present invention have been described in connection with the preferred embodiments shown in the drawings, but it is easily understood by those skilled in the art that the scope of the present invention is obviously not limited to these specific embodiments. Equivalent changes or substitutions of related technical features can be made by those skilled in the art without departing from the principle of the utility model, and the technical scheme after the changes or substitutions can fall into the protection scope of the utility model.

Claims (9)

1.用于立顶集装箱式活动房的组装式顶梁框架,其特征在于:1. an assembled roof beam frame for a vertical-top container-type prefab, characterized in that: 包括两个相对设置的平直钢梁、两个相对设置的V型钢梁、设置在两个所述平直钢梁之间的若干与所述V型钢梁相平行设置的V型支撑筋管,相邻所述平直钢梁与所述V型钢梁之间设有可拆卸式配接的角梁座,It includes two oppositely arranged flat steel beams, two oppositely arranged V-shaped steel beams, and a number of V-shaped support bars arranged between the two said flat steel beams and arranged in parallel with the V-shaped steel beams A detachable matching angle beam seat is arranged between the adjacent flat steel beam and the V-shaped steel beam, 所述V型钢梁包括两个互成夹角的钢梁支架,两个所述钢梁支架之间设有栓板组装机构,所述V型支撑筋管包括两个互成夹角的拼接方管,两个所述拼接方管之间设有锁栓拼接机构。The V-shaped steel beam includes two steel beam brackets forming an angle with each other, and a bolt plate assembly mechanism is arranged between the two steel beam brackets, and the V-shaped supporting rib tube includes two splices at an included angle. A square tube, a lock bolt splicing mechanism is arranged between the two spliced square tubes. 2.根据权利要求1所述用于立顶集装箱式活动房的组装式顶梁框架,其特征在于:2. the assembled roof beam frame for vertical-roof container type prefab house according to claim 1, is characterized in that: 所述锁栓拼接机构包括设置在一个所述拼接方管上的弯折插接管头及另一所述拼接方管上的锁固孔道,所述弯折插接管头上设有与所述锁固孔道相配合的锁栓通道。The lock bolt splicing mechanism includes a bending and inserting pipe joint arranged on one of the splicing square pipes and a locking hole on the other splicing square pipe, and the bending and inserting pipe joint is provided with the lock. The lock bolt channel matched with the fixed hole channel. 3.根据权利要求1所述用于立顶集装箱式活动房的组装式顶梁框架,其特征在于:3. The assembled roof beam frame for vertical-roof container type prefab house according to claim 1, is characterized in that: 所述锁栓拼接机构包括位于两个所述拼接方管之间的双头插接件,所述双头插接件的两个插接端上分别设有孔槽部,任意所述拼接方管的侧壁上设有与所述孔槽部相配合的锁栓部。The lock bolt splicing mechanism includes a double-ended plug connector located between the two splicing square tubes, and the two plug-in ends of the double-ended plug-in connector are respectively provided with hole and groove parts, and any of the splicing squares is The side wall of the pipe is provided with a locking bolt part matched with the hole groove part. 4.根据权利要求3所述用于立顶集装箱式活动房的组装式顶梁框架,其特征在于:4. The assembled roof beam frame for vertical-roof container type prefab house according to claim 3, is characterized in that: 所述双头插接件为实心金属结构件。The double-ended connector is a solid metal structure. 5.根据权利要求1所述用于立顶集装箱式活动房的组装式顶梁框架,其特征在于:5. The assembled roof beam frame for vertical-roof container type prefab house according to claim 1, is characterized in that: 所述钢梁支架为具备开槽的条钢主体,两个所述条钢主体的自由端分别设有相抵接配合的拼接栓板。The steel beam bracket is a bar steel main body with a slot, and the free ends of the two bar steel main bodies are respectively provided with splicing bolt plates that abut and cooperate with each other. 6.根据权利要求5所述用于立顶集装箱式活动房的组装式顶梁框架,其特征在于:6. The assembled roof beam frame for vertical-roof container type prefab house according to claim 5, is characterized in that: 所述钢梁支架背离所述拼接栓板的一端设有榫卯配接槽,所述榫卯配接槽内设有组装栓板,所述角梁座上设有用于穿接在所述榫卯配接槽内的第一榫卯凸起,所述第一榫卯凸起的自由端设有与所述组装栓板相配合的钢梁支架锁固栓板。One end of the steel beam support away from the splicing bolt plate is provided with a mortise and tenon fitting groove, an assembly bolt plate is arranged in the mortise and tenon fitting groove, and the corner beam seat is provided with a mortise and tenon joint for passing through the mortise and tenon. The first tenon-and-mortise protrusion in the mortise-matching groove is provided with a steel beam bracket locking bolt plate matched with the assembly bolt plate at the free end of the first tenon-and-mortise protrusion. 7.根据权利要求6所述用于立顶集装箱式活动房的组装式顶梁框架,其特征在于:7. The assembled roof beam frame for vertical-roof container type prefab house according to claim 6, is characterized in that: 所述平直钢梁为具备开槽的条槽型钢,所述平直钢梁的型腔两端分别设有榫卯组装槽,所述榫卯组装槽内设有钢梁栓板,所述角梁座上设有用于穿接在所述榫卯组装槽内的第二榫卯凸起,所述第二榫卯凸起的自由端设有与所述钢梁栓板相对应配合的平直钢梁锁固栓板。The straight steel beam is a slotted steel beam, the two ends of the cavity of the straight steel beam are respectively provided with tenon and mortise assembling grooves, and the mortise and tenon mortise assembling groove is provided with a steel beam bolt plate. The corner beam seat is provided with a second mortise and tenon protrusion for passing through the mortise and tenon assembling groove, and the free end of the second mortise and tenon protrusion is provided with a flat surface corresponding to the steel beam bolt plate. Straight steel beam locking bolt plate. 8.根据权利要求7所述用于立顶集装箱式活动房的组装式顶梁框架,其特征在于:8. The assembled roof beam frame for vertical-roof container type prefab house according to claim 7, is characterized in that: 所述平直钢梁的型腔内设有相间隔设置的若干用于搭载所述V型支撑筋管的方管锁固栓板,任意所述V型支撑筋管具备用于与所述方管锁固栓板相配合的配接锁固栓板。The cavity of the straight steel beam is provided with a plurality of square tube locking bolt plates arranged at intervals for carrying the V-shaped support rib, any of the V-shaped support rib is provided with The mating locking bolt plate matched with the pipe locking bolt plate. 9.根据权利要求1所述用于立顶集装箱式活动房的组装式顶梁框架,其特征在于:9. The assembled roof beam frame for vertical-roof container type prefab house according to claim 1, is characterized in that: 所述V型钢梁的侧壁上设有若干相间隔设置的U型限位件。The side walls of the V-shaped steel beam are provided with a plurality of U-shaped limiting pieces arranged at intervals.
CN202122929605.7U 2021-11-26 2021-11-26 Assembled top beam frame for container type prefabricated house Expired - Fee Related CN216587005U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN120273441A (en) * 2025-06-09 2025-07-08 湖南省第六工程有限公司 Pre-assembled structure for building construction

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN120273441A (en) * 2025-06-09 2025-07-08 湖南省第六工程有限公司 Pre-assembled structure for building construction
CN120273441B (en) * 2025-06-09 2025-08-01 湖南省第六工程有限公司 Pre-assembled structure for building construction

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