A super-large bungalow without brick walls, enclosed by honeycomb steel frame beds.
By using a honeycomb steel frame structure and a fixed support method with prefabricated holes and fasteners, the problems of limited space and poor privacy in traditional buildings are solved, and modular buildings with ultra-large headroom, high inverted height and low cost are realized, which are suitable for large-scale collective living and various building scenarios.
Patent Information
- Application Number
- CN202611449777.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Priority Date
- 2026-09-15
- Filing Date
- 2026-09-17
- Publication Date
- 2026-11-06
AI Technical Summary
Traditional bunk beds are difficult to add floors to, resulting in small rooms, limited space, inability to achieve warmth in winter and coolness in summer, large engineering workload, inability to integrate dining, accommodation, entertainment, health care and medical care, limited number of beds, poor privacy, and existing buildings cannot meet the needs of large-scale collective living.
The structure uses a honeycomb steel frame, with four-column elevated frame and layered four-sided beams to support the super-wide beds and elevator shafts, forming a super-large bungalow without brick walls, stairs, or elevated structure. The steel frame replaces brick walls and floor slabs, enabling modular assembly and disassembly. Pre-drilled holes and pre-fabricated fasteners are used for fixing, eliminating the need for traditional ground pile foundations.
It features an ultra-large headroom, a high ceiling, spacious beds, good privacy, low cost, and is suitable for large-scale collective living. It supports integrated functions and adapts to various architectural scenarios.
Abstract
Description
Technical Field
[0001] This invention relates to a super-large bungalow without brick walls, enclosed by honeycomb steel frame beds. The key feature is the construction of numerous peripheral steel frame units along the four corners and sides of a square, flat area the size of a sports field. These units, which replace brick walls and floors, are arranged along an imaginary outer wall. Each unit includes tiers of extra-wide beds secured by four-column elevated frames and layers of horizontal beams connected by steel fasteners, as well as tiers of elevator shafts (similar to a virtual building) secured by four-column elevated frames and layers of horizontal beams connected by steel fasteners, providing sleeping space for hundreds or thousands of people (sleeping directly on the floor). A square hall enclosed by these honeycomb beds is an empty room with an inverted, suspended structure (similar to a real bungalow), allowing hundreds or thousands of people to move around after leaving their beds. Steel columns and beams within each unit, between adjacent units, and on the roof are secured to each other using steel fasteners, achieving a scaffold-like, fixed support system for the entire building. This invention eliminates the need for a super-strong foundation and ground piles. This invention supports integrated, self-service, private, and modular housing construction that combines "eating, living, entertainment, health care, and medical care, while being grand yet cost-effective." Background Technology
[0002] Traditional bunk beds typically have a maximum of two levels (not densely packed honeycomb-like beds). The reason why people don't dare to add more levels to these two-level bunk beds is that they are prone to tipping over, climbing up and down is too difficult, the room is too low, making it difficult to add a third level, and the higher they are added, the more likely they are to make strange noises.
[0003] Traditional bungalows cannot achieve warmth in winter and coolness in summer because the rooms are too low and the space is too small, making them unable to withstand the interaction of hot and cold air. There is an urgent need for this invention: a super bungalow with an ultra-large headroom (equivalent to "enjoying the shade under a big tree" or "a super hall that keeps the house warm and cool").
[0004] Traditional brick houses require foundation piles, which involves a large amount of work, a slow construction period, and is difficult to construct without suitable sites, making them unsuitable for factory-style modular construction. There is an urgent need for this invention, which requires minimal foundation, zero foundation piles, and allows for faster construction.
[0005] Existing hotels or apartments have a large amount of unused space and a small number of beds, which is not conducive to the industry's growth and development, nor to serving low-income workers, single people, single parents, families with children, families staying at home, and students who have moved away from home for work.
[0006] Existing staff canteens, community canteens, and elderly care institutions lack integrated, self-service, and hall-like facilities for dining, accommodation, entertainment, care, and medical treatment. Their low-ceilinged, oppressive, and limited spaces fail to attract a diverse range of people, including those seeking lively environments, those experiencing loneliness, the elderly, young people, single parents, and families with a preference for staying at home. The only appealing aspect is the lack of variety in activities, particularly for those seeking social interaction.
[0007] Existing elderly care facilities lack one elevator per bed, sacrificing self-help and autonomy, resulting in insufficient protection of privacy and dignity.
[0008] Existing honeycomb beds, such as those on aircraft carriers, trains, emergency shelters, factory dormitories, student dormitories, or simple beds in large waiting halls, do not involve sleeping directly on layers of floor or tatami mats. For example, aircraft carrier beds are too narrow and too low, with exposed beds lacking privacy, highlighting the disadvantages of honeycomb beds and negating their advantages. However, since the crew on aircraft carriers have always tolerated the cramped sleeping spaces, this invention introduces a completely new, super-wide, and not too low honeycomb bed, a truly innovative approach. Summary of the Invention
[0009] This invention relates to a super-large bungalow without brick walls, enclosed by honeycomb steel frame beds. The overall technical solution involves constructing a honeycomb bed building with a full steel frame structure on a square plot of land the size of a sports field. This forms a real bungalow similar in size to a sports field. Specifically, numerous outer steel frame units are constructed at the four corners and sides of the square plot, using frames to replace brick walls and floors, arranged along an imaginary outer wall. Each outer steel frame unit includes a series of extra-wide beds supported by a four-column elevated frame and layers of horizontal beams secured by steel fasteners, as well as the four-column elevated frame and layers of horizontal beams secured by steel fasteners. The building consists of several floors of elevator shafts with fixed supports, and several floors of public corridors (similar to a dummy building composed of honeycomb-shaped beds, elevator shafts, and public corridors) supported by four-column elevated structures and horizontal beams on all four sides, secured by steel fasteners. These provide sleeping space for hundreds or thousands of people. The square hall enclosed by the honeycomb steel-framed beds of this dummy building is an empty room without beds, ladders, or scaffolding, and its entire structure is inverted (similar to a real bungalow composed of a super-large hall with a steel beam ceiling and a ground floor), allowing hundreds or thousands of people to move freely in the hall after getting out of bed. The main body of the roof beams of the real bungalow and the main body of the roof beams of the dummy building are roughly the same height and are connected by steel fasteners. After the roofs of the real bungalow and the dummy building are combined into one roof, a canvas robe-like cover can be added to the entire building, extending from the roof to the ground, providing rain and sun protection while allowing light and ventilation through the door and window openings. The term "floor slab" refers to the bed slabs of the tiered beds and the floors of the tiered public corridors. It is characterized by being neither brick walls nor cement floors. The net height of each tiered bed is generally no more than one meter or one and a half meters, but higher or lower heights are not opposed. The net height of the square hall is approximately equivalent to the total height of the tiered beds stacked together.The total width and length of the bed board of the extra-wide bed, which is fixedly supported by the four-sided crossbeams, can exceed that of a traditional two-meter wide and two-meter long bed. This allows for extra space along the walls around each bed to accommodate wall-mounted storage cabinets for personal belongings, replacing traditional brick walls with cabinets instead of walls. Specifically, the replacement of brick walls and floors with frames means replacing traditional brick walls with a mezzanine panel on a steel frame and replacing traditional reinforced concrete floors with a steel-framed floor slab. This eliminates the need for traditional brick interior walls, brick exterior walls, and reinforced concrete floors. The fixed support refers to two aspects: firstly, the internal longitudinal and transverse steel columns and beams of the steel frame unit are fixed together by steel fasteners; secondly, adjacent steel frames between steel frame units are fixed together by steel fasteners. To achieve scaffold-style fixed support for the entire house; the fixed support includes at least four methods, namely "scaffold-style fixed support method", "four-column threaded short-to-long column method", "four-column flange short-to-long column method", and "three-blade six-way pipe short-to-long column method". Among them, the three short-to-long column methods no longer require an ultra-long column to the top, so as to truly realize modular assembly of new houses and demolition and reconstruction of houses, that is, to achieve zero welding as much as possible during construction and zero cutting as much as possible during demolition; the elevator shaft is generally a single-person vertical elevator or an ordinary vertical elevator (such as a single-person maintenance elevator similar to the blade column of a wind turbine or a construction site elevator). The elevator shaft can be eliminated and replaced with a layer-by-layer grab ladder (similar to the grab ladder of existing bunk beds).
[0010] In the plan, the "bedless, ladderless, and frameless empty room" refers to a four-sided hall without ceiling-high beds, ladders, or frames, thus distinguishing it from the surrounding false buildings with ceilings. This ensures that the four-sided hall allows for the installation of temporary low tables and chairs, low-ceilinged meeting halls, low-ceilinged office cubicles, low-ceilinged mini-supermarkets, low-ceilinged snack shops, low-ceilinged public toilets, low-ceilinged bathrooms and public laundry rooms, and even low-ceilinged medical rooms, hall parking spaces, and hall-through drying rooms, etc. In short, "a high and spacious hall facilitates business," which is equivalent to "the cramped, honeycomb-like space in the false buildings being doubled by the tall and spacious hall space in the real bungalows."
[0011] The "full-room performance inversion" in the plan includes ten meanings. The first inversion refers to the fact that the net width of the honeycomb beds and the net width of the public corridors are much greater than the net height of the same floor (the net width of the beds is greater than the net height of the beds, and the net width of the corridors is greater than the net height of the corridors; height constraints are compensated for by width). The second inversion refers to the fact that the floor area of the four-sided hall is much greater than the floor area of the honeycomb building (i.e., the pseudo-building). The third inversion refers to the fact that the number of honeycomb beds is much greater than the number of single halls. The fourth inversion refers to the fact that the number of floors of the honeycomb beds is much greater than the number of single floors of the four-sided hall (the four-sided hall is only one floor). The fifth inversion refers to the fact that in the public corridors with limited height, children can stand and walk, while adults can sit and walk (caregivers are all short robots, like robot vacuums), and guests or neighbors can even sit in wheelchairs to play mahjong or sit and watch chess silently. The sixth inversion refers to the fact that staying in one's own honeycomb building is like sitting in a three-story sleeper car on a green train. The space is cramped (but the only difference in the luxurious experience is the extra-wide beds, extra-wide corridors and extra-large mahjong tables in the corridors, and a huge public service hall at the end of the elevator; once the mahjong game starts, or the Douyin video is on, or the stock market is being traded, who cares about the cramped space; just like special forces in the field can always find a way to put a ping-pong table or a card table in a low-ceilinged room); the seven inversions refer to the fact that staying in your own beehive building is like staying in a spaceship, with no way to relieve yourself, relying entirely on negative pressure collection bags and public toilets in the lobby at the end of the elevator; the eight inversions refer to the fact that staying in your own beehive building is like staying in a supermarket on the street, with no running water, only bottled water, and all the food and drinks are in the lobby at the end of the elevator; the nine inversions refer to the fact that traditional scaffolding surrounds a large, real building, while the scaffolding of this invention surrounds a large, ethereal hall; the ten inversions refer to the fact that the overall construction cost of this invention is greatly reduced with the improvement of construction technology, tall yet cost-effective (relatively speaking).
[0012] The scaffold-style fixed support for the whole building has two advantages: first, it does not require a strong foundation, especially not piles; second, it prevents overturning; third, it prevents vibration; and fourth, it prevents abnormal noise.
[0013] In the plan, the statement that a strong foundation and piles are not required is relative and not absolute. For example, a reinforced concrete flat ground is a basic practice in all house construction. In particular, under the four columns, it is generally necessary to use flange-like holes cast in small or large reinforced concrete foundation blocks to fix the steel formwork flanges, thereby supporting the four columns.
[0014] In the plan, the size of the court is generally the size of a basketball court or a football field, and larger or smaller areas are not opposed; if it is a private residence, it can be only half the size of a basketball court or one, two or more times the size of a private residential land plot; if it is a small villa on the water, it can be changed to half the size of a fish pond or smaller, and one or two-story beds should be preferred (not much higher than the total height of traditional two-story bunk beds).
[0015] In this design, each floor of the handrail ladder has a normally closed hinged one-way baffle at the opening of the ladder's access point to prevent climbers from accidentally falling to the floor with the greatest drop. This ensures that falls are limited to the current floor or the hinged baffle, minimizing the risk of fatal falls. The hinged one-way baffle opens easily with a gentle push of the head when climbing up, but requires manual opening when descending, essentially requiring a rest before continuing (similar to "going up is easy, going down is hard").
[0016] In this design, if the number of beds is only two or three stories, the elevator shaft design can be eliminated, meaning the elevator shaft unit can be removed. Instead, a traditional climbing ladder with handrails (similar to a traditional bunk bed handrail ladder) can be used.
[0017] In the plan, the bottom floor of the tiered beds and the bottom floor corridor can be repurposed, for example, as private QR code lockers, writing racks, offices, mahjong rooms, convenience stores, restaurants, washrooms, laundry rooms, e-sports rooms, or shops for internal and external use.
[0018] In the plan, the net height of each tiered bed can exceed one meter or one and a half meters, but it is not opposed to exceed the height of one person (except for the lowest bed, the bed board of other upper beds can be basically level with the corridor floor of the same floor, similar to sleeping on a floor or similar to sleeping on a tatami mat, but it is not opposed to adopt the traditional bed board and floor with a height difference mode, i.e., the bed board is off the ground mode, the disadvantage is that the amount of steel used may increase significantly).
[0019] In the plan, the net height of each floor of the beds and corridors should not be less than the height of the person in the wheelchair. It may become the norm for healthy people to use public wheelchairs to travel between the beds and the public elevator at the end of the corridor, provided that the public corridor is wide enough to accommodate two or more wheelchairs passing side by side, and has enough space to park unused public wheelchairs, hang clothes to dry, and sit and play mahjong or cards (e.g., in a wheelchair). Ideally, a corridor-style hot air ventilation system should be provided to quickly dry clothes.
[0020] In the proposed plan, the four-sided hall can be used for integrated, self-service, private, and modular housing construction that combines dining, accommodation, entertainment, healthcare, and living in a spacious yet cost-effective manner (especially enabling privacy designs with one bed and one elevator per person). The phrase "spacious yet cost-effective" refers to the fact that although the entire bungalow has an extremely large area and high ceilings, it eliminates the expensive costs of building external partitions, columns, and frames, relying entirely on the support provided by the external, semi-detached building's elevated columns.
[0021] In the proposed plan, the main entrance of the four-sided hall is provided with a series of door frame positions on both sides, which are adapted to the size of the door frame and are supported by a four-column elevated frame and layers of four-sided horizontal beams fixed by steel fasteners. These are "similar to the first-floor door frame positions". In other words, the door frame positions should replace the bed positions and the elevator shaft positions (or just change the name).
[0022] The proposed plan stipulates that the main entrance to the four-sided hall can allow private cars and even fire trucks to enter and exit directly. Once a fire truck enters the hall, no fire is too large to extinguish.
[0023] In the proposed scheme, the four-sided hall generally does not have floor-to-ceiling partitions unless the hall area or space span is too large. If partitions are to be installed, the same "frame instead of brick wall" model can be adopted (i.e., traditional brick walls are not required; for example, traditional brick walls should be replaced by four-column elevated frames and sandwich glass sound insulation panels as much as possible).
[0024] In the plan, the numbers of hundreds or thousands of people can be changed to dozens or even fewer, depending on the size of the area or the nature of the residence. For example, private residences do not necessarily require a large or small number of people. Fewer people will make the mansion appear more ethereal, secluded, tranquil, and allow it to dominate the grand hall.
[0025] In this design, the four corner areas of the flat ground can be equipped with public elevators without beds, or the public elevators can be located in isolated areas outside the corner areas (such as inside or outside the lobby). These elevators do not necessarily lead directly to a specific bed, but rather directly to (or via an island walkway) the public corridors adjacent to the beds on each floor. These public elevators should at least allow for barrier-free passage for wheelchair users.
[0026] The proposed solution neither recommends nor opposes the sharing of four columns across units. It only suggests that the columns for each level of bed, well, and corridor be initially installed as four individual columns extending to the top, or short columns joined together to extend to the top. Then, adjacent columns across units should be grouped together to ensure robust load-bearing capacity, durability, and safety. This ensures even stress distribution on the foundation slab and that each column provides a gripping point. The solution does not oppose eliminating individual thin columns and beams within a unit, directly adopting shared thick columns and beams across units to significantly reduce the amount of steel fasteners used. This invention prioritizes prefabricated thin column and beam steel templates (e.g., similar in thickness to traditional scaffolding steel pipes), but does not oppose prefabricated thick column and beam steel templates (e.g., similar to the giant steel columns and beams of traditional factory buildings).
[0027] The plan prioritizes steel formwork with one column to the top or one beam to the end (the disadvantage is that it is inconvenient to transport or disassemble, i.e., it is inconvenient to build modular houses), and does not oppose the use of short-to-long column steel formwork as much as possible (the advantage is that it is convenient to transport and disassemble and to build modular houses).
[0028] In the scheme, the "four-column threaded short-to-long column method" refers to (taking four circular steel pipe columns as an example) that each of the four short columns has an internal thread (female thread, slightly coarser) at one end and an external thread (male thread, slightly finer) at the other end. Before the male thread of two adjacent short columns is inserted into the female thread, since the male thread is a welded head that tapers at the pipe end for easy drilling, it is best to first insert it into the pre-drilled holes on the four corners of the floor slab connecting to the column, and then insert it into the female thread hole. When the internal and external threads are tightened, they will tightly press down on the entire floor slab (that is, the floor slab is locked in place by the internal and external threads like a gasket); or it can be inserted directly into the female thread hole without inserting it into the floor slab; in other words, the thread can first fix only the column and not fix the floor slab or beam, or fix the floor slab or beam together; in other words, since four floor slabs surround one column, the arc of the pre-drilled half hole of each floor slab only accounts for one-quarter, that is, only 90 degrees, which is referred to as "four-quarter pre-drilled half hole". Assuming that people sleep directly on the floor slab, the advantage is that locking one floor slab with the same set of screws is equivalent to locking four floor slabs simultaneously. In the four-column threaded short-column splicing mode, the "quarter-prefabricated half-hole" also applies to the column surfaces at both ends of each of the four-sided beams. In other words, the "quarter-prefabricated half-hole" can also be provided on the column surfaces at both ends of the four-sided beams (assuming that the floor slab cannot completely replace the four-sided beams and that these beams must be used).
[0029] In this scheme, the "four-column flange short-to-long column method" refers to a method where each of the four short columns has a flange with bolt holes at both ends. The bottommost flange is directly fixed to the flange holes cast in the foundation using bolts. The flanges on the other layers are fixed to each other, one above the other (one positive, one negative), using bolts, or, before fixing, the floor slabs with pre-drilled holes at each corner are inserted between the two flanges (i.e., multiple flange holes correspond one-to-one with multiple pre-drilled holes and are locked in place). In other words, the flanges can be used to fix only the columns without fixing the floor slabs or beams, or they can be fixed together with the floor slabs or beams. Furthermore, since four floor slabs surround one column, the number of pre-drilled holes at the four corners of each floor slab that connect to the column only accounts for one-quarter of the total number of flange holes, referred to as "half-quarter pre-drilled holes." In the four-column flange short-to-long column mode, the "four-part prefabricated half-hole" also applies to the column surfaces at both ends of each of the four-sided beams. In other words, the "four-part prefabricated half-hole" can also be provided on the column surfaces at both ends of the four-sided beams (assuming that the floor slab cannot completely replace the four-sided beams and must use these beams).
[0030] In the solution, the "three-way six-way pipe short-to-long column method" means that each of the four short columns can be fixed at the joints of one above the other with a six-way pipe. The six-way pipe refers to the two vertical channels that are responsible for the two short columns above and below, and the four horizontal channels that are responsible for one end of the four side beams.
[0031] In this design, the most common pre-fabricated buckles or holes on the four columns refer to threaded countersunk holes or threaded wall holes on the surface of the column joint plate or beam. The height of the threaded countersunk holes or threaded wall holes is equivalent to the height of the floor slab or the beam. Correspondingly, bolt holes that can be horizontally inserted into the threaded countersunk holes or threaded wall holes can be provided on the four corners of each floor slab, allowing the columns to be fixed to the floor slab when the bolts are tightened. Similarly, the bolt holes are also applicable to the column joint surfaces at both ends of the four-sided beams. In other words, bolt holes can also be provided on the column joint surfaces at both ends of the four-sided beams.
[0032] In the scheme, the three-cut six-way pipe refers to cutting the six-way pipe into "eight-part prefabricated half-holes" and "eight-part prefabricated half-holes" (such as "screw bolt holes"). This is equivalent to cutting the six-way pipe into eight equal parts (i.e., first cutting it into four parts with two vertical cuts and then cutting it into eight parts with one horizontal cut). Then, it is fastened to the upper and lower columns and four horizontal beams, a total of six columns and beams. Each of the eight equal parts has a screw bolt hole. When the six-way pipe is connected to the two columns and four beams, threaded countersunk holes or threaded wall holes can be provided on the pipe surface so that the six pipe beams and columns and the six-way pipe cut into eight equal parts can be reassembled into a six-way integrated beam-column frame by means of screw bolts and threaded countersunk holes and wall holes.
[0033] In this design, when the public corridor is an external corridor, the canvas robe-style full-room cover can be omitted. The rationale is that a wide external corridor can already provide shelter from wind and rain, or block out sunlight, or the same effect can be achieved through a closed or semi-closed corridor.
[0034] In the proposed solution, each floor slab can be supported by the four-sided beams of the unit and reinforced by steel fasteners and locking holes, or the four-sided beams can be eliminated and replaced directly by the floor slabs.
[0035] In the plan, the four-sided hall and four-sided flat ground are only for the convenience of description, and there is no objection to changing them to a circle or other shapes (when viewed from above) or adapting to local conditions.
[0036] In this design, the steel fasteners should avoid using traditional scaffolding-style fully exposed steel fasteners. Instead, pre-drilled holes and pre-fabricated fasteners should be used on the steel columns, beams, frames, and plates (such as the floor slabs and the four-sided beams). This allows for easy tightening using only simple tools like wrenches or even by hand during installation, minimizing the chance of bumps and knocks from the fasteners and reducing the exposure of the fastener protrusions. Furthermore, only by using pre-drilled holes and pre-fabricated fasteners can assembly errors be minimized.
[0037] In the scheme, there can be two public corridors on each floor: one internal public corridor along the side of the bed closest to the lobby, and one external public corridor along the side of the bed away from the lobby; each public corridor can directly lead to the public vertical elevator in the four corner areas of the four-sided flat area.
[0038] In the proposed design, the combined structure of the real bungalow and the dummy building can be a flat-roofed steel-framed structure, a domed steel-framed structure, a pitched steel-framed structure, or a conical steel-framed structure. The conical structure might be more practical.
[0039] In this design, the floor slab can replace the four-sided beams to accommodate diverse honeycomb modules for building construction. For example, standardized floor slabs with four-column mounting holes can be widely used. One advantage is that the steel fasteners are no longer exposed and glaring or easily damaged, and the steel fasteners can even be omitted altogether, replaced by prefabricated fasteners with prefabricated holes on the four columns. Another advantage is that although the four columns are very easy to shake when using a single-layer floor slab, they are as stable as a rock when using multiple layers of floor slabs.
[0040] In this design, the floor slab is not a traditional reinforced concrete structure, but rather a sandwich panel structure or a simulated sandwich panel structure with a steel frame made of steel pipes or plates, which is easy to disassemble and reassemble repeatedly. The inner and outer layers of the sandwich panel, as well as the sandwich panel itself, are not made of pure metal. The disassembly and assembly process generally only requires tightening screws.
[0041] The modular housing construction plan refers to the fact that all modules require minimal welding during assembly, so that minimal cutting is needed during disassembly. This means that the house can be moved frequently and can be dismantled as if it were brand new.
[0042] In the proposed plan, if the four-sided hall is a private residence, its size and floor area will be greatly reduced. For example, it can be built by four brothers, with each family occupying a corner and one side, and the total floor area is less than half the size of a basketball court. Furthermore, the fake building should not exceed three stories, or there is no need to install vertical elevators at the four corners. Alternatively, traditional grab-and-climb ladders can be used throughout, and the elderly and children can be placed in beds on the bottom floor.
[0043] In this design, the grab ladders are all designed to be vertical and take up minimal space, rather than being inclined ladders that lean against the wall. In other words, the top and bottom of the grab ladders are both against the wall, rather than the top being against the wall and the bottom being away from it.
[0044] In the plan, the four-sided hall is equipped with a zipline escape ropeway. The two ends of the zipline can be wrapped around and hung on the pillars of the public corridor in an emergency. The lowest point of the middle section of the zipline is suspended close to the floor of the hall for easy escape. The zipline can be retracted when not in use and can be wrapped around the pillars when needed.
[0045] In this plan, the "no brick walls" mainly refers to the fact that the interior and exterior walls of both the simulated building and the actual bungalow generally do not use traditional reinforced concrete walls, adobe brick walls, or red brick walls. However, various single-layer or sandwich panel soundproof walls are permitted. For example, single-layer or sandwich panel partitions, plastic panel partitions, wooden panel partitions, waterproof backing board partitions, nano-adhesive double-layer polycarbonate panel partitions, and sandwich panel partitions (with the interlayer filled with metal or non-metal materials such as foam board) can be used between beds. Similarly, the bed doors and partition doors can also be sliding soundproof partition doors.
[0046] In the plan, the "integrated" and "mansion-style" housing construction means that the "standard honeycomb bed model" around the four-sided hall is also applicable to the construction of new, renovated and expanded large exhibition halls, emergency sites, large conference halls and large waiting halls, where short-term or long-term beds can be provided nearby to fully reflect the practical value of honeycomb beds. Detailed Implementation
[0047] This embodiment describes a super-large bungalow without brick walls, enclosed by honeycomb steel frame beds. Specifically, a honeycomb bed building with a full steel frame structure is constructed on a square plot of land the size of a sports field. This forms a real bungalow similar in size to a sports field. Numerous outer steel frame units, which replace brick walls and floors, are built at the four corners and sides of the square plot and arranged along the imaginary outer walls. Each outer steel frame unit includes a series of extra-wide beds supported by a four-column elevated frame and layers of horizontal beams secured by steel fasteners, and is also supported by the four-column elevated frame and layers of horizontal beams secured by steel fasteners. The building consists of several floors of elevator shafts with fixed supports, and several floors of public corridors (similar to a dummy building composed of honeycomb-shaped beds, elevator shafts, and public corridors) supported by four-column elevated structures and horizontal beams on all four sides, secured by steel fasteners. These provide sleeping space for hundreds or thousands of people. The square hall enclosed by the honeycomb steel-framed beds of this dummy building is an empty room without beds, ladders, or scaffolding, and its entire structure is inverted (similar to a real bungalow composed of a super-large hall with a steel beam ceiling and a ground floor), allowing hundreds or thousands of people to move freely in the hall after getting out of bed. The main body of the roof beams of the real bungalow and the main body of the roof beams of the dummy building are roughly the same height and are connected by steel fasteners. After the roofs of the real bungalow and the dummy building are combined into one roof, a canvas robe-like cover can be added to the entire building, extending from the roof to the ground, providing rain and sun protection while allowing light and ventilation through the door and window openings. The term "floor slab" refers to the bed slabs of the tiered beds and the floors of the tiered public corridors. It is characterized by being neither brick walls nor cement floors. The net height of each tiered bed is generally no more than one meter or one and a half meters, but higher or lower heights are not opposed. The net height of the square hall is approximately equivalent to the total height of the tiered beds stacked together.The total width and length of the bed board of the extra-wide bed, which is fixedly supported by the four-sided crossbeams, can exceed that of a traditional two-meter wide and two-meter long bed. This allows for extra space along the walls around each bed to accommodate wall-mounted storage cabinets for personal belongings, replacing traditional brick walls with cabinets instead of walls. Specifically, the replacement of brick walls and floors with frames means replacing traditional brick walls with a mezzanine panel on a steel frame and replacing traditional reinforced concrete floors with a steel-framed floor slab. This eliminates the need for traditional brick interior walls, brick exterior walls, and reinforced concrete floors. The fixed support refers to two aspects: firstly, the internal longitudinal and transverse steel columns and beams of the steel frame unit are fixed together by steel fasteners; secondly, adjacent steel frames between steel frame units are fixed together by steel fasteners. To achieve scaffold-style fixed support for the entire house; the fixed support includes at least four methods, namely "scaffold-style fixed support method", "four-column threaded short-to-long column method", "four-column flange short-to-long column method", and "three-blade six-way pipe short-to-long column method". Among them, the three short-to-long column methods no longer require an ultra-long column to the top, so as to truly realize modular assembly of new houses and demolition and reconstruction of houses, that is, to achieve zero welding as much as possible during construction and zero cutting as much as possible during demolition; the elevator shaft is generally a single-person vertical elevator or an ordinary vertical elevator (such as a single-person maintenance elevator similar to the blade column of a wind turbine or a construction site elevator). The elevator shaft can be eliminated and replaced with a layer-by-layer grab ladder (similar to the grab ladder of existing bunk beds).
Claims
1. A super-large, brick-free bungalow enclosed by honeycomb steel-framed beds, characterized by: A honeycomb-shaped dormitory building with a full steel frame structure is constructed on a flat, square plot of land to form a virtual bungalow. This is achieved by constructing numerous outer steel frame units at the four corners and sides of the flat land, replacing brick walls and floors, arranged along the imaginary outer walls. Each outer steel frame unit includes multiple layers of wide beds supported by four-column elevated frames and layers of horizontal beams secured by steel fasteners; multiple layers of elevator shafts and multiple layers of public corridors, also supported by four-column elevated frames and layers of horizontal beams secured by steel fasteners. The structure resembles a virtual building composed of honeycomb-shaped beds, elevator shafts, and public corridors, providing sleeping space for individuals. The surrounding hall, formed by the honeycomb steel-framed beds, is a completely open, bedless, ladderless, and suspended room, with its entire structure resembling a single-story building with a super-large hall, steel beam ceiling, and ground-floor floor, allowing individuals to move freely within the hall. The floor refers to the collective floorboards of the various bed units and the floors of the various public corridors. The total width and length of the extra-wide beds, fixedly supported by the four-sided beams, can exceed that of a traditional two-meter-wide, two-meter-long bed, allowing for greater flexibility in each room. The design incorporates extra space along the walls around the bed to accommodate personal storage cabinets, replacing traditional brick walls with cabinets. The replacement of brick walls and floors with frames specifically involves using a steel frame with a mezzanine floor instead of traditional brick walls and a steel-framed floor slab instead of a traditional reinforced concrete floor. The main structural beams of the actual bungalow roof and the simulated multi-story roof are roughly at the same height and connected by steel fasteners. After the actual bungalow roof and the simulated multi-story roof are combined, a common feature is added along the perimeter of the building. The entire house is covered by a canvas robe-like structure that provides rain and sun protection while allowing light and ventilation through door and window openings. The fixed support system consists of two parts: firstly, the internal longitudinal and transverse steel columns and beams of the steel frame units are fixed together using steel fasteners; secondly, adjacent steel frames between steel frame units are fixed together using steel fasteners, achieving a scaffold-like fixed support system for the entire house. The fixed support system includes four methods: "scaffold-like fixed support method," "four-column threaded short-to-long column method," "four-column flange short-to-long column method," and "three-blade six-way pipe short-to-long column method." The elevator shaft can be eliminated and replaced with a multi-level grab ladder.
2. A super-large bungalow without brick walls, consisting of honeycomb steel frame beds, as described in claim 1, characterized in that... When the area or span of the main hall is too large, a floor-to-ceiling partition can be provided.
3. A super-large bungalow without brick walls, enclosed by honeycomb steel frame beds, as described in claim 1, characterized in that... The grab ladder is equipped with normally closed hinged one-way baffles at the opening of the ladder on each floor to prevent climbers from accidentally falling to the bottom floor where the drop is greatest.
4. A super-large bungalow without brick walls, consisting of honeycomb steel frame beds, as described in claim 1, characterized in that... The four-sided hall is equipped with a zipline escape route.
5. A super-large bungalow without brick walls, enclosed by honeycomb steel frame beds, as described in claim 1, characterized in that... In the extra space of the bed board, a wall-mounted cabinet for personal belongings is added, and the cabinet replaces the traditional brick wall.
6. A super-large bungalow without brick walls, enclosed by honeycomb steel frame beds, as described in claim 1, characterized in that... The bottom floor of the tiered beds and the bottom corridor can be repurposed, for example, as private QR code lockers, writing racks, offices, mahjong rooms, convenience stores, restaurants, washrooms, laundry rooms, e-sports rooms, or shops for internal and external use.
7. A super-large bungalow without brick walls, enclosed by honeycomb steel frame beds, as described in claim 1, characterized in that... Each of the four corners of the floor slab and the two ends of each of the four horizontal beams may be provided with "four-point precast half-holes", "four-point precast half-holes", "eight-point precast half-holes", or "eight-point precast half-holes" as well as bolt holes; similarly, the four columns connecting to the slab or beam and the connecting pipes of the upper and lower two horizontal beams when they are connected to the six-way pipe may be provided with threaded countersunk holes or threaded wall holes.
8. A super-large bungalow without brick walls, enclosed by honeycomb steel frame beds, as described in claim 1, characterized in that... The net height of each floor of the beds and corridors should not be less than the height of the person or vehicle in the wheelchair; it may become the norm for healthy people to sit in public corridors and use public wheelchairs to travel between the beds and public stairs.
9. A super-large bungalow without brick walls, enclosed by honeycomb steel frame beds, as described in claim 1, characterized in that... The four corner areas of the flat land can be equipped with public vertical elevators leading to the public corridors on each floor.
10. A super-large bungalow without brick walls, enclosed by honeycomb steel frame beds, as described in claim 1, characterized in that... The floor slab can replace the four-sided beams to adapt to the diverse honeycomb modules used in building construction. For example, standardized floor slabs with four-column positioning holes can be widely used.
