CN112922191A - Assembled wood-bamboo frame-grid wall structure system suitable for village and town houses - Google Patents
Assembled wood-bamboo frame-grid wall structure system suitable for village and town houses Download PDFInfo
- Publication number
- CN112922191A CN112922191A CN202110264967.0A CN202110264967A CN112922191A CN 112922191 A CN112922191 A CN 112922191A CN 202110264967 A CN202110264967 A CN 202110264967A CN 112922191 A CN112922191 A CN 112922191A
- Authority
- CN
- China
- Prior art keywords
- wood
- grid
- frame
- bamboo
- wall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a low-multi-layer assembled wood-bamboo frame-grid wall structure suitable for village and town houses, which comprises an external wood frame and an internal grid shear wall made of standard wood or raw bamboo, wherein a wood beam and a wood column of the external wood frame are connected through a steel filling plate. The internal wood grid component of the wood frame-wood grid shear wall structure is connected with the external wood frame through a fishplate, and the fishplate is used as a middle component and is connected with the wood grid component through bolts and is connected with the external wood frame through angle steel; the inner bamboo grid component of the wood frame-bamboo grid shear wall structure is hinged with the outer wood frame through end ear plates of the inner bamboo grid component and the outer wood frame, and the steel filling plate penetrates through the wood beam or the wood column and is fixed with the wood beam or the wood column through split bolts. The invention has good anti-seismic performance and higher environmental protection benefit, and is convenient for construction and lower in cost.
Description
Technical Field
The invention belongs to the technical field of constructional engineering, relates to a novel frame-shear wall structure, and particularly relates to an assembled wood-bamboo frame-grid wall structure suitable for village and town houses.
Background
In recent years, the population of villages and towns in China gradually shifts to cities, but the population number of the villages and the towns is still huge due to the large population cardinality of China, and the trend of village and town residents to good living environments is more and more urgent along with the economic development. According to the urban and rural construction statistical yearbook released by the ministry of housing of the people's republic of China and the urban and rural construction, the investment of the housing construction of villages and towns is in a trend of rising year by year since the last 90 th century, the increase of the investment of the housing construction of villages and towns is accelerated from 2008, the building area of the housing of villages and towns correspondingly shows a trend of rising steadily, and the building area of the housing of villages and towns is up to 252.2 hundred million square meters by the end of 2018, but the housing of villages and towns commonly used at present has a series of problems: firstly, most of villager residential houses are not fully designed in an earthquake-proof way, an effective earthquake-proof structure is not arranged, the residential houses are seriously damaged under the action of strong earthquake, local or even whole collapse can occur, and the life and property safety of people cannot be ensured, and according to the prior earthquake damage survey, the damage rate of the villager residential houses in village and town areas is far higher than that of urban buildings; in addition, the building materials such as concrete and bricks commonly used in village and town buildings also have the problems of large dust, serious construction pollution in the construction process, difficult recycling of the building materials and resource and energy waste.
From the common village and town structural form, before the last 80 th century, the village and town houses mostly adopt adobe brick houses, most of the structures have insufficient component strength and weak structural stability, and are difficult to resist the invasion of natural disasters such as rainstorm, flood and the like; in the last 80 to 90 decades, along with the mass production of brick materials in China, the building materials of houses in villages and small towns are improved, mainly bricks and wood are taken as main materials, and the brick-wood structure has better heat insulation and fireproof performance than adobe brick houses, but the raw material of clay bricks is clay soil, so that cultivated land is damaged by mass production, a large amount of toxic gas containing sulfur and nitrogen is generated in the production process, the environmental pollution is caused, and later, the state also develops a related policy of 'limited adhesion and forbidden reality'; the rural economic condition is generally improved before and after 90 years to 2010 of the last century, the rural residential building is gradually changed from a brick-wood structure to a brick-concrete structure, the structure is convenient to construct, has good fire resistance and good durability, but has the defects of relatively weak seismic resistance, load bearing of brick walls and inflexible spatial arrangement, and cannot meet the diversified requirements of people on indoor decoration and design; after 2010, partial buildings in villages and small towns begin to adopt a frame structure, the frame structure is formed by connecting beams and columns, force transmission is clear, the frame structure has good anti-seismic performance, the wall body of the frame structure does not bear load, and spatial arrangement is flexible. However, at present, when the frame structure is used for bearing load in villages and small towns, common concrete is used as a building material, and beam-column nodes of the concrete frame structure are integrally and rigidly connected through cast-in-place concrete, so that dust pollution is easily caused, the construction period is long, and the concept of vigorously developing assembly type buildings, solving the resource and energy waste of the building industry and reducing the construction pollution in China at present is not met.
The wood is a reproducible natural assembled material, has a long history as a building material in China, has a long wood forming period, but improves the utilization rate of the wood through reasonable planting and felling, can reach the balance of growth and use amount, strengthens the use of the wood in the building, emphasizes the application of promotion and protection, and is also one of important ways for encouraging the wood to plant; meanwhile, as the cavity is formed in the wood, the heat conduction speed is low, and the heat insulation performance is good, compared with other building materials, the heat insulation value of the wood with the same thickness is 16 times that of a concrete material, 400 times that of a steel material and 1600 times that of an aluminum material; in addition, because the timber dead weight is light, the wood structure which adopts the timber as the main bearing component generates smaller inertia force under the action of earthquake, and the wood structure after reasonable earthquake-proof design can have good earthquake-proof performance; in areas where forest resources are abundant, the timber can be made from local materials, is easy to process, transport and construct, and has the possibility of high assembly. In recent years, bamboo is also concerned by engineers as a building material, the bamboo is similar to wood, is a renewable resource and can be recycled, and waste of the bamboo can be rapidly degraded as an organic matter, but the bamboo has a short growth period and is more easily obtained, so that the engineers put forward the idea of replacing wood with bamboo, and the contradiction between supply and demand of wood in China can be relieved to a certain extent. However, with the development of science and technology, the appearance of engineering wood and engineering bamboo with more stable mechanical properties gradually replaces logs and raw bamboos to become the main building materials of modern bamboo-wood structures, but the engineering wood and the engineering bamboo need to be manufactured by the logs and the raw bamboos through a series of processing, so that the manufacturing cost is improved to a certain extent, and the use of the engineering wood and the engineering bamboo in the self-built residential structures of villages and small towns is limited. Therefore, the raw bamboos and the raw bamboos are still adopted as building materials, and the raw bamboos have good earthquake-resistant performance by adopting more reasonable structural forms and connection structures, so that the building has new vitality in village and town buildings, and is an important subject for realizing the wide use of the fabricated building in village and town areas.
In view of the above, it is desirable to provide an environment-friendly rural residential structure with strong lateral resistance, which uses fabricated environment-friendly materials such as raw wood and raw bamboo as building materials.
Disclosure of Invention
The invention provides an assembled log, raw bamboo frame-grid wall structure suitable for low-rise village and town houses, which has good earthquake resistance, higher environmental protection benefit, convenient construction and lower manufacturing cost.
The technical scheme adopted by the invention for solving the technical problems in the prior art is as follows: a low-multi-layer assembled wood-bamboo frame-grid wall structure suitable for village and town houses comprises an external wood frame and a grid shear wall made of standard wood or raw bamboo, and can be divided into a wood frame-wood grid shear wall structure and a wood frame-bamboo grid shear wall structure according to different materials selected for the grid wall. The wood frame-wood grid shear wall structure comprises an external wood frame and an internal wood grid shear wall, a wood beam and a wood column of the external wood frame are connected through a steel filler plate bolt node, the external wood frame and wood grid components forming the internal wood grid shear wall are connected through a fishplate, the fishplate is connected with the wood beam or the wood column through an angle steel, one limb of the angle steel is connected with the external wood frame through a self-tapping screw, the other limb of the angle steel is connected with the fishplate through a high-strength bolt, and the wood grid components are connected with the fishplate through bolts; wooden frame-bamboo grid shear force wall structure includes outside wooden frame and inside bamboo grid shear force wall, outside wooden frame's beam column connecting node with wooden frame-wooden grid shear force wall structure's beam column node structure is unanimous, constitutes the bamboo grid component and the outside wooden frame of inside bamboo grid shear force wall pass through the steel filler plate and connect, the steel filler plate with wooden frame is through split bolt connection, otic placode is made to steel filler plate one end, link up the timber roof beam or the wooden column will the otic placode stretches out, the otic placode is also made to bamboo grid component tip, the otic placode of steel filler plate tip with the otic placode of bamboo grid component tip passes through bolted connection.
The arrangement form of the grid shear wall members in the structure can be determined according to specific conditions in actual engineering, and for a rectangular wall body with a small height-to-width ratio, the grid shear wall members are obliquely arranged along a 45-degree direction; the height-to-width ratio is close to 1, namely the height length difference is small, and the grid wall members can be arranged along the diagonal direction like a positive direction wall body; for the wall body with the door and window opening holes, if the opening hole is large, a vertical component is arranged on the opening hole side, and the grid wall is simplified into an inclined strut by the wall body part; if the opening is small and the width of the wall body is small, the grid shear wall can be simplified into cross support and arranged along the diagonal line of the wall body.
The external frame comprises wood beams and wood columns which are all made of square wood or standard wood.
The fishplate is a strip steel plate.
The wood grid member is a strip-shaped wood board, and specification wood directly cut from raw wood can be used.
The bamboo grid component is made of raw bamboo.
The invention has the advantages and positive effects that:
1) an assembled wood-bamboo frame-grid wall structure system suitable for village and town houses adopts environment-friendly natural assembled materials such as wood, bamboo and the like as building materials, is favorable for realizing the assembly and standardization of a construction process, reduces the generation of dust pollution in the construction process and is favorable for protecting the environment;
2) an assembled wood-bamboo frame-grid wall structure system suitable for village and town houses is characterized in that an external wood frame and a wood or bamboo grid wall embedded in the external wood frame form two anti-seismic defense lines together, so that the sufficient bearing capacity and energy consumption capacity are ensured under the action of an earthquake;
3) a kind of assembled wood-bamboo frame-grid wall structural system suitable for house in villages and towns, the beam column connection adopts the bolted connection as far as possible, avoid the field welding of the steel member to bring the unstable problem of welding quality;
4) the wood and bamboo in the specification forming the grid wall in the assembled wood-bamboo frame-grid wall structure system suitable for village and town houses can be regarded as preselected lateral tension resistant belts, so that the lateral tension resistant performance of the frame is improved, the problem of noise generated in the process of forming the tension belts by a common plate-shaped shear wall is avoided, and the comfort level of the house is improved;
5) the assembled wood-bamboo frame-grid wall structure system suitable for village and town houses has smaller volume of wood and bamboo in the specification for forming the grid wall than that of a whole steel plate shear wall component, an engineering wood shear wall component and the like, and is convenient to transport and install on site.
Drawings
FIG. 1 is an isometric view of a wood frame-wood lattice wall structure of the present invention;
FIG. 2 is a plan view of the wood frame-wood lattice wall structure of the present invention;
FIG. 3 is a partial enlarged view of a beam-column joint of the wood frame-wood lattice wall structure of the present invention;
FIG. 4 is a cross-sectional view taken along line A-A of the present invention;
FIG. 5 is a partial enlarged view of a joint between a wood frame and a wood lattice wall structural steel fishplate and a wood frame according to the present invention;
FIG. 6 is a sectional view of a joint of a steel fishplate and a wooden frame according to the invention;
FIG. 7 is an isometric view of a wood frame-bamboo lattice wall construction of the present invention;
FIG. 8 is a plan view of a wood frame-bamboo lattice wall construction of the present invention;
FIG. 9 is a bamboo lattice wall member and wood frame connection node of the present invention;
FIG. 10 is a cross-sectional view taken along line D-D of the present invention;
fig. 11 is a schematic view of the arrangement of the grid walls of the present invention.
In the figure: the bamboo grid shear wall comprises 1 wood beams, 2 wood columns, 3 wood frame beam column connecting nodes, 4 standard wood forming a wood grid wall, 5 steel fishplates, 6 connecting nodes of the wood frames and the steel fishplates, 7 connecting nodes of wood grid components and the steel fishplates, 8 connecting steel filler plates of the wood frame beam columns, 9 split bolts, 10 high-strength bolts, 11 self-tapping screws, 12 angle steel, 13 raw bamboo components forming the bamboo grid shear wall, 14 connecting nodes of the bamboo grid components and the wood frame, 15 connecting steel filler plates of the bamboo grid components and the wood frame, 16 steel sleeves and 17 lug plates at the end parts of the bamboo components.
Detailed Description
In order to further understand the contents, features and effects of the present invention, the following embodiments are illustrated and described in detail with reference to the accompanying drawings:
referring to fig. 1 to 11, a low multi-story fabricated wood-bamboo frame-lattice wall structure suitable for village and town houses includes an external wood frame composed of wood beams 1 and wood columns 2, and an internal wood-lattice shear wall composed of wood lattice members 4 or an internal bamboo-lattice shear wall composed of bamboo lattice members 13, i.e., the wood-bamboo frame-lattice wall structure can be specifically divided into 2 forms of a wood-frame-wood-lattice wall structure and a wood-frame-bamboo-lattice wall structure.
The wood frame-wood grid shear wall structure is composed of an external wood frame and an internal wood grid shear wall. The external wood frame is formed by connecting a wood beam 1 and a wood column 2 through a steel filling plate bolt node 3, the wood grid component 4 and the external wood frame are connected through a steel fishplate 5, and the steel fishplate 5 adopts a strip-shaped steel plate to ensure the connection reliability. The steel fishplate 5 is connected with the wood beam 1 or the wood column 2 through angle steel 12, and is connected with the wood grid component 4 through bolts.
The wood frame-bamboo grid shear wall structure is composed of an external wood frame and an internal bamboo grid shear wall. The external frame is consistent with the wood frame-wood grid shear wall structure in composition. The bamboo grid member 13 and the external wood frame are connected by means of ear plates, specifically, end ear plates 18 of steel filler plates 15 penetrating the wood beam 1 or the wood column 2 are connected with end ear plates 17 of the bamboo grid member by means of bolts.
The arrangement form of the bamboo grid members can be flexibly adjusted according to the actual size of the wall body, the whole wall body without the door and window openings can be arranged along the diagonal direction of the grid wall or along the 45-degree angle direction according to the height-width ratio, and the wall body with the door and window openings is simplified into bamboo and wood cross supports or inclined supports according to the space size of the bamboo grid members which can be arranged on the two sides of doors and windows.
The wooden beam 1 and the wooden column 2 that constitute outside wooden frame adopt the square timber, the steel fishplate 5 of connecting outside wooden frame and inside wooden grid wall adopts the bar steel sheet, the wooden grid component that constitutes inside wooden grid wall adopts the bar plank, can use the specification timber that is formed by log direct cutting, the bamboo grid component that constitutes inside bamboo grid wall adopts the suitable former bamboo of diameter to make.
The above-mentioned fabricated wood-bamboo frame-lattice wall structure will be described in detail below:
the low-multi-layer assembled wood-bamboo frame-grid wall structure suitable for the village and town houses is formed by an external wood frame and an embedded log grid wall or a raw bamboo grid shear wall, when the structure system bears the action of a horizontal earthquake, the internal grid wall is used as a preset energy consumption area to dissipate earthquake input energy to form a first anti-seismic defense line, and the external frame is used as a second defense line and forms a two-anti-seismic defense line system together with the internal grid wall. The grid member and the external frame are in full-bolt connection, can be detached and replaced after an earthquake, and are easy to repair the structure.
The external wood frame of the wood frame-wood grid shear wall structure is formed by connecting wood beams 1 and wood columns 2 through beam column nodes 3, the connection nodes 3 are connected by steel filling plate bolt nodes, and a concrete connection mode is that bolts 9 penetrate through the steel filling plate 8 and the wood beams 1 or the wood columns 2 to fix the steel filling plate 8 and the external wood frame. The wooden grid member 4 and the external wooden frame are connected through the steel fishplate 5, and the steel fishplate 5 is made of strip steel plates to ensure the reliability of connection. The steel fishplate 5 and the wood beam 1 or the wood column 2 are connected through angle steel 12, limbs connected with the steel fishplate 5 in the angle steel 12 are connected with the steel fishplate 5 through high-strength bolts 10, limbs connected with the wood frame in the angle steel 12 are connected with the wood beam 1 or the wood column 2 through self-tapping screws 11. The wood grid member 4 is made of a strip-shaped wood board, and can be made of standard wood directly cut from raw wood, and the wood grid member 4 is connected with the steel fishplate 5 through bolts.
The composition and the beam column connection structure of the external wood frame in the wood frame-bamboo grid shear wall structure are the same as the corresponding composition or structure in the wood frame-wood grid shear wall structure. Bamboo grid component 13 and outside wooden frame pass through node 14 and link to each other, and the concrete structure of node 14 is in open a hole is reserved for steel filler plate 15 on wooden beam 1 or the wooden beam 2, the otic placode is made to steel filler plate 15 one end, welded otic placode bolted connection on steel filler plate tip otic placode 17 and the bamboo grid component 13 tip steel sleeve 16, the bolt hole is reserved in steel filler plate 15 middle part, will steel filler plate 15 inserts wooden beam 1 or wooden column 2 and is fixed through split bolt 9, the welded otic placode on the steel sleeve 16 can be single otic placode also can be the double-ear board, can select for use according to during the actual use the atress size of bamboo grid component is nimble, outside wooden frame insert the steel filler plate 15 that the tip is the otic placode in wooden beam 1 or wooden bamboo 2 to with the tip otic placode bolted connection of bamboo grid component 13.
The arrangement form of the bamboo grid Wall can be determined according to specific conditions in actual engineering, and steel components of a rectangular Wall with a small height-width ratio are obliquely arranged along the direction of 45 degrees or the diagonal direction of the grid Wall, as shown in Wall1 in fig. 11; the height-to-width ratio is close to 1, namely the height length difference is small, and the steel grid members can be arranged along the diagonal direction like a positive-direction Wall body, as shown in Wall2 in FIG. 11; for the Wall with the door and window opening, if the opening is large, the vertical member is arranged on the opening side, the grid Wall is simplified into the inclined strut by the Wall part, as shown in Wall3 in fig. 11, and if the opening is small and the Wall width is small, the grid shear Wall can also be simplified into the cross strut and arranged along the diagonal line of the Wall, as shown in Wall4 in fig. 11.
The low-multi-layer assembled wood-bamboo frame-grid wall structure suitable for the houses in villages and towns solves the problems that the common traditional brick-concrete structure in villages and towns is insufficient in anti-seismic performance, inflexible in space arrangement and environment-polluted by building materials, avoids the defects of dust pollution and long construction period in the construction of the concrete frame structure, simultaneously avoids the problems that engineering wood and engineering bamboo need a series of complex processing and the construction cost is increased, and effectively improves the possibility of using the assembled structure in the houses in villages and towns.
Although the preferred embodiments of the present invention have been described above with reference to the accompanying drawings, the present invention is not limited to the above-described embodiments, which are merely illustrative and not restrictive, and those skilled in the art can make many modifications without departing from the spirit and scope of the present invention as defined in the appended claims.
Claims (4)
1. A low-rise assembled wood-bamboo frame-grid wall structure suitable for village and town houses is characterized by comprising an external wood frame and an internal grid shear wall made of standard wood or raw bamboo.
The external wood frame comprises wood beams and wood columns, and the wood beams and the wood columns are connected through steel filling plates.
According to the different materials of the internal grid wall, the wood-bamboo frame-grid wall structure can be divided into a wood frame-wood grid shear wall structure and a wood frame-bamboo grid shear wall structure.
The internal wood grid component and the external wood frame of the wood frame-wood grid shear wall are connected through a fishplate, and the fishplate is used as an intermediate component and is in bolted connection with the wood grid component and is connected with the external wood frame through angle steel; the inner bamboo grid structural part end of the wood frame-bamboo grid shear wall structure is made into an ear plate, the ear plate is made into a steel filling plate end of a wood beam or a wood column in a penetrating mode, the end part of the steel filling plate of the ear plate is drilled inside, the end part of the steel filling plate is fixed on the wood beam or the wood column through split bolts, and finally the ear plate of the end part of the bamboo grid structural part and the ear plate of the end part of the steel filling plate are connected through bolts to achieve the effect that the bamboo grid structural part is hinged to an outer wood frame.
2. The low multi-story fabricated wood-bamboo frame-lattice wall structure for rural residences according to claim 1, wherein the arrangement of the internal lattice walls is determined by actual engineering conditions, and the lattice wall members are arranged obliquely in a direction of 45 ° for rectangular walls having a small aspect ratio; the height-to-width ratio is close to 1, namely the height length difference is small, and the grid wall member can be arranged along the diagonal direction like a square wall body; for the wall body with the door and window opening holes, if the opening hole is large, a vertical component is arranged on the opening hole side, and the grid wall is simplified into an inclined strut by the wall body part; if the opening is small and the width of the wall body is small, the grid shear wall can be simplified into cross support and arranged along the diagonal line of the wall body.
3. The low multi-story fabricated wood-bamboo frame-lattice wall structure for rural residences according to claim 1, wherein the outer wood frame and the inner wood lattice member are made of wood, wherein the outer wood frame is made of square wood, and the inner wood lattice member is made of wood in the form of wood strips, and the wood in the form of wood in the standard directly cut from the wood is used.
4. The low multi-storey fabricated wood-bamboo frame-grid wall structure suitable for rural residences according to claim 1, wherein the bamboo grid members are fabricated using raw bamboo.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110264967.0A CN112922191A (en) | 2021-03-08 | 2021-03-08 | Assembled wood-bamboo frame-grid wall structure system suitable for village and town houses |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110264967.0A CN112922191A (en) | 2021-03-08 | 2021-03-08 | Assembled wood-bamboo frame-grid wall structure system suitable for village and town houses |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112922191A true CN112922191A (en) | 2021-06-08 |
Family
ID=76172539
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110264967.0A Pending CN112922191A (en) | 2021-03-08 | 2021-03-08 | Assembled wood-bamboo frame-grid wall structure system suitable for village and town houses |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112922191A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114197697A (en) * | 2021-12-31 | 2022-03-18 | 广东中都建筑集团有限公司 | Scalable assembled net wall structure system convenient to transportation and construction |
| CN115906249A (en) * | 2022-11-18 | 2023-04-04 | 天津大学 | Intelligent design system and method for village and town light steel frame structure |
| CN116025081A (en) * | 2023-01-16 | 2023-04-28 | 上海市地震局 | Frame combined structure of shear wall and heavy wood and manufacturing method thereof |
-
2021
- 2021-03-08 CN CN202110264967.0A patent/CN112922191A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114197697A (en) * | 2021-12-31 | 2022-03-18 | 广东中都建筑集团有限公司 | Scalable assembled net wall structure system convenient to transportation and construction |
| CN115906249A (en) * | 2022-11-18 | 2023-04-04 | 天津大学 | Intelligent design system and method for village and town light steel frame structure |
| CN116025081A (en) * | 2023-01-16 | 2023-04-28 | 上海市地震局 | Frame combined structure of shear wall and heavy wood and manufacturing method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112922191A (en) | Assembled wood-bamboo frame-grid wall structure system suitable for village and town houses | |
| CN101338622B (en) | Rapidly assembled bamboo wood barrack | |
| CN105544721A (en) | Energy-saving light-steel fabricated building and construction method thereof | |
| CN110130479B (en) | Novel steel wood/bamboo combined assembled structural system | |
| CN106368349A (en) | Fabricated buckling-resistant steel plate damping wall capable of being combined in parallel flexibly | |
| CN201232372Y (en) | Rapid assembling bamboo and wood barrack | |
| CN107217773A (en) | One species wood bidirectional hollow building cover structure and preparation method thereof | |
| CN218643614U (en) | Assembled wood-bamboo frame-grid wall structure system suitable for village and town houses | |
| CN205399657U (en) | Energy -conserving prefabricated building of light steel | |
| CN203947593U (en) | A kind of safety type steel structure node member | |
| CN208152256U (en) | A kind of repair type super high rise structure | |
| CN103334528B (en) | Multifunction structure combination roof | |
| CN209989933U (en) | Novel steel wood/bamboo combined assembly type structure system | |
| CN212427786U (en) | Modular broken bridge heat-insulation load-bearing wood wallboard | |
| CN204940530U (en) | A kind of damping type steel structure node component | |
| CN210117794U (en) | Bamboo wood assembled building | |
| Akan | Some observations on the seismic behaviour of traditional timber structures in Turkey | |
| CN113530340B (en) | Steel and immature soil mixed anti-seismic structure | |
| CN110670762A (en) | Light steel-steel cable-small-diameter material-composite board surface layer in-line combined wall and manufacturing method | |
| Wang et al. | Research on mechanical properties of a new fabricated wall material in building with light steel structure | |
| CN204940554U (en) | A kind of Aseismic Steel Structures node component | |
| CN103790268B (en) | Digital multifunctional modular house assembled wall | |
| Boruah et al. | Seismic Evaluation of Assam-Type Building Using ABAQUS® Check for updates | |
| Raman et al. | Exploring Innovative Design Possibilities Using Bamboo as A Construction Material in Architectural Design | |
| CN110777963B (en) | Combined wall with T-shaped section of surface layer of light steel-steel cable-small-diameter material-composite board and manufacturing method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |