CN115126082A - Manufacturing method of inorganic adhesive composite bamboo-wood structure board house - Google Patents
Manufacturing method of inorganic adhesive composite bamboo-wood structure board house Download PDFInfo
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- CN115126082A CN115126082A CN202210909124.6A CN202210909124A CN115126082A CN 115126082 A CN115126082 A CN 115126082A CN 202210909124 A CN202210909124 A CN 202210909124A CN 115126082 A CN115126082 A CN 115126082A
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- 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/10—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
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- 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
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
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- 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
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6179—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions and recesses on each frontal surface
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- 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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
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Abstract
The invention discloses a method for manufacturing an inorganic adhesive composite bamboo-wood structure board house, which belongs to the technical field of new material building, and comprises the following steps: manufacturing a wallboard and a floor slab, and coating an inorganic cementing agent on the wallboard and the floor slab; processing four sides of the wallboard and the floor slab into concave-convex shapes to form convex joints, and assembling and splicing; the wallboard and the wallboard are orthogonally and alternately connected through the convex connector, and the wallboard and the floor are orthogonally and alternately connected through the convex connector to be assembled into the whole board house. The method utilizes inorganic glue to bond bamboo and wood reinforcement bodies to prepare the wallboard and the floor slab, and forms the whole board house.
Description
Technical Field
The invention belongs to the technical field of new material house building, and particularly relates to a manufacturing method of an inorganic adhesive composite bamboo-wood structure board house.
Background
The statements herein merely provide background information related to the present disclosure and may not necessarily constitute prior art.
The bamboo and wood are unique green materials which can naturally grow in all building materials and accord with sustainable development and are friendly to the environment. Compared with wood, the bamboo can be grown for 4 years and utilized as a material, the strength of the bamboo is higher than that of the wood, and the bamboo utilization is more important when the current building wood is cut down. It is also emphasized that bamboo buildings have very good resistance to earthquakes due to their light weight and high strength.
The traditional construction industry mainly uses steel bars, concrete and clay bricks as materials. The preparation of the materials not only consumes a large amount of sand, stone, clay and other non-renewable resources, but also consumes a large amount of energy, discharges carbon dioxide, runs counter to the goals of environmental protection and carbon neutralization, and is not sustainable. Chinese patents ZL202010239326.5, ZL202010239335.4 and the like propose a method for preparing bamboo wood by using inorganic glue, and a member prepared by the method has high strength, fire resistance and corrosion resistance. Chinese patent ZL202110297915.3 proposes a method for preparing a frame structure by using the inorganic glue to bond bamboo materials. However, in the prior art, there is no method for preparing the wallboard and the floor slab by using inorganic glue to bond bamboo and wood materials, and a feasible scheme cannot be provided for the board house manufacturing.
Disclosure of Invention
Aiming at the defects in the prior art, the invention aims to provide a method for manufacturing an inorganic adhesive composite bamboo-wood structure board house.
In order to achieve the purpose, the invention is realized by the following technical scheme:
in a first aspect, the invention provides a method for manufacturing an inorganic adhesive composite bamboo-wood structure board house, which comprises the following steps:
manufacturing a wallboard and a floor slab, and coating an inorganic cementing agent on the wallboard and the floor slab;
processing four sides of the wall plate and the floor slab into concave-convex shapes to form convex joints, and assembling and splicing;
the wallboard and the wallboard are orthogonally and alternately connected through the convex connector, and the wallboard and the floor are orthogonally and alternately connected through the convex connector to be assembled into the whole board house.
As further technical scheme, when two vertical orthogonal connection between wallboard and wallboard, during two horizontal direction orthogonal connection between wallboard and floor: the length of the outer convex joint is the single-time wall thickness, and the distance is the single-time wall thickness.
As further technical scheme, two blocks of wallboard are parallel when vertical joint department is connected with another wallboard quadrature, two blocks of floor are parallel when horizontal joint department is connected with another wallboard quadrature, two blocks of wallboard are parallel when horizontal joint department is connected with another floor quadrature: the parallel connection of the plate convex joints is arranged in a T shape, the total length is twice the thickness of the wall body, the total width is three times the thickness of the wall body, and the clear distance is the thickness of the single wall body; the length of the orthogonal plate convex joint is the single-time wall thickness, and the distance is the single-time wall thickness.
As a further technical scheme, when two parallel floors and two parallel wallboards are orthogonal in the horizontal direction, the outer convex joints of the two parallel floors or wallboards are arranged in a T shape, the total length is twice the thickness of the wall body, the total width is three times the thickness of the wall body, and the distance is single-time the thickness of the wall body; the other two convex joints are processed into a wall body with the length of single-fold thickness and the clear distance of two-fold thickness.
As a further technical scheme, when the wall plate and the floor slab are assembled, the assembly sequence of first lower to first upper and first inner to outer is adopted.
As further technical scheme, wallboard and wallboard junction, wallboard and floor junction erection joint spare: drilling holes on the two sides of the outward convex and inward concave abutted seams of the wall boards and the floor boards, installing steel pull rods with holes, penetrating bolts, and then screwing nuts to complete connection.
As a further technical scheme, the manufacturing process of the wallboard and the floor slab comprises the following steps:
splitting and untwining the bamboo and wood materials along the fiber direction into a plurality of rib bodies, layering the rib bodies in a template of the wallboard or the floor slab in a manner of being orthogonal along the longitudinal direction or the transverse direction of the wallboard or the floor slab, pouring inorganic glue into the template, fully wrapping the bamboo and wood rib bodies, and pressurizing and molding the top of the template.
As a further technical scheme, when a door and window opening or a stair opening needs to be reserved on a wallboard or a floor slab, an inner frame is arranged in the template, and bamboo and wood rib bodies are disconnected at the inner frame in the template.
As a further technical scheme, the wall boards and the wall boards are spliced into an inorganic adhesive bamboo-wood structural wall, earthwork is excavated below the wall, and a reinforced concrete strip foundation is arranged.
As a further technical scheme, a strip-shaped groove is formed in a reinforced concrete strip foundation, the inorganic glue bamboo-wood structure wall is vertically inserted into the strip-shaped groove, and gaps between the wall and the groove are filled with concrete materials.
The beneficial effects of the invention are as follows:
the manufacturing method of the invention adopts bamboo materials and inorganic glue to form the wall board and the floor board, the processed wall board, floor board and other components can be manufactured into standard components, and the components can be assembled on site, thereby reducing the wet operations of concrete pouring and the like, welding steel structures and the like, and being beneficial to the site civilized construction.
According to the manufacturing method, the four sides of the wall board and the floor slab are processed into the concave-convex shapes, so that the convex joints are formed, when the wall board and the floor slab are assembled and spliced, the convex joints of the adjacent boards are connected in a staggered mode, the convex joints are correspondingly arranged into different forms according to different connecting positions, the assembled board house is more stable and reliable in structure, and the installation process is simple and easy to implement.
The manufacturing method of the invention adopts the inorganic glue bamboo wood structure to manufacture the board house, can fully utilize the renewable resources such as bamboo wood and the like, and reduces the carbon emission.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this specification, are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate exemplary embodiments of the invention and together with the description serve to explain the invention and not to limit the invention.
FIG. 1 is a plan view of an un-holed inorganic plywood-bamboo structural wallboard;
FIG. 2 is a cross-sectional view of an un-holed inorganic plywood-bamboo structural wallboard;
FIG. 3 is a plan view of an inorganic glue bamboo-wood structural wallboard with a fenestration;
FIG. 4 is a cross-sectional view of a fenestrated inorganic adhesive bamboo-wood structural wallboard;
FIG. 5 is a plan view of an inorganic glue bamboo-wood structural wallboard with a door opening;
FIG. 6 is a cross-sectional view of a door opening wallboard with an inorganic glue bamboo-wood structure;
FIG. 7 is a peripheral edge of the wall panel machined with male and female plugs;
FIG. 8 is a plan view of a foundation of a house;
FIG. 9 is a sectional view of a foundation of a house;
FIG. 10 is a plan view of a building body structure (with horizontal connection node arrangement);
FIG. 11 is an elevation view of a building body structure (with vertical connection node arrangement);
FIG. 12(a) is an elevation view of a node at the end of the outer longitudinal wall body when the outer longitudinal wall and the outer transverse wall are connected;
FIG. 12(b) is an elevation view of the end node of the outer transverse wall when the outer longitudinal wall and the outer transverse wall are connected;
FIG. 12(c) is an elevation view of the longitudinal and lateral exterior walls after the connection and assembly;
FIG. 13(a) is an elevation view of a node at the end of the outer longitudinal wall at one side when the outer longitudinal wall and the inner transverse wall are connected;
FIG. 13(b) is an elevation view of the end node of the outer longitudinal wall at the other side when the outer longitudinal wall and the inner transverse wall are connected;
FIG. 13(c) is an elevation view of the end nodes of the inner transverse wall when the outer longitudinal walls and the inner transverse walls are connected;
FIG. 13(d) is an elevation view of the outer longitudinal wall and the inner transverse wall after the connection and assembly;
FIG. 14(a) is an elevation view of a node at the end of the inner longitudinal wall at one side when the inner longitudinal wall and the inner transverse wall are connected;
FIG. 14(b) is an elevation view of a node at the end of the inner longitudinal wall on the other side when the inner longitudinal wall and the inner transverse wall are connected;
FIG. 14(c) is an elevation view of a node at the end of the inner transverse wall at one side when the inner longitudinal wall and the inner transverse wall are connected;
FIG. 14(d) is an elevation view of a node at the end of the inner transverse wall on the other side when the inner longitudinal wall and the inner transverse wall are connected;
FIG. 14(e) is an elevation view of the completed connection and assembly of the inner longitudinal wall and the inner transverse wall;
FIG. 15(a) is a plan view of a node at the end of one side floor slab when the middle floor slab is connected to the inner wall;
FIG. 15(b) is a plan view of the end node of the intermediate floor slab and the inner wall at the other side when the intermediate floor slab is connected to the inner wall;
FIG. 15(c) is an elevation view of a node at the end of the lower wall when the intermediate floor slab is connected to the inner wall;
FIG. 15(d) is an elevation view of an end node of the upper wall when the intermediate floor slab is connected to the inner wall;
fig. 15(e) is a plan view after the connection and assembly of the intermediate floor slab and the inner transverse wall are completed;
FIG. 16(a) is a plan view of a node at the end of one floor slab when the top floor slab is connected to the inner wall;
FIG. 16(b) is a plan view of the end node of the floor slab on the other side when the floor slab on the top floor is connected to the inner wall;
FIG. 16(c) is an elevation view of a node at the end of the lower wall when the top floor slab is connected to the inner wall;
FIG. 16(d) is a plan view of the floor slab and the inner wall of the top floor after the connection and assembly;
FIG. 17(a) is a plan view of the upper end outer wall end node when the intermediate floor slab is connected to the outer wall;
FIG. 17(b) is a plan view of a node at the end of the wall body of the lower outer wall when the intermediate floor slab is connected to the outer wall;
FIG. 17(c) is an elevation view of an end node of a floor slab when the intermediate floor slab is connected to an outer wall;
FIG. 17(d) is a plan view of the intermediate floor slab and the outer wall after the connection and assembly;
FIG. 18(a) is a plan view of a top floor slab and an exterior wall with the end nodes of the slab connected;
FIG. 18(b) is a plan view of a node at the end of the lower outer wall when the top floor slab is connected to the outer wall;
FIG. 18(c) is a plan view of the top floor and the outer wall after the connection and assembly;
FIG. 19 is a schematic view of perforations adjacent the ends of male and female floors (or walls).
FIG. 20 is a schematic view of the attachment steel plate being installed and fixed with bolts;
in the figure: the mutual spacing or size is exaggerated to show the position of each part, and the schematic diagram is only used for illustration;
wherein, 1-bamboo reinforcement placed longitudinally after fluffing; 2-bamboo ribs transversely placed after fluffing; 3-inorganic cementing agent; 4-window opening; 5-door opening; 6, a concrete strip foundation; 7-strip-shaped grooves; 8, inorganic glue bamboo-wood structure walls; 9-inorganic glue bamboo-wood structure inner transverse wall body; 10-inorganic glue bamboo-wood structure outer transverse wall; 11-inorganic glue bamboo-wood structure inner longitudinal wall; 12-inorganic glue bamboo-wood structure outer longitudinal wall body; 13-connecting nodes of the outer longitudinal walls and the outer transverse walls; 14-connecting nodes of the outer longitudinal walls and the inner transverse walls; 15-connecting nodes of the inner longitudinal walls and the inner transverse walls; 16-connecting nodes of the inner wall and the floor slab of the middle floor; 17-connecting nodes of the inner wall and the floor slab of the top floor; 18-connecting node of outer wall and floor slab of middle floor; 19-connecting node of outer wall and floor slab of the top floor; 20, processing a horizontal convex joint at the vertical end part of the wall body; 21, processing a horizontal convex joint at the vertical end part of the wall body; 22-a horizontal convex joint processed at the vertical end part of the wall body; 23, processing a horizontal male joint at the horizontal end part of the floor slab; 24, processing a vertical convex joint at the top or the bottom of the wall body; 25, processing a vertical convex joint at the top or the bottom of the wall body; 26, processing a vertical convex joint at the top or the bottom of the wall body; 27-horizontal convex joints processed at the horizontal end parts of the floor slabs; 28-wallboard connecting hole; 29-wallboard connecting rod.
Detailed Description
It is to be understood that the following detailed description is exemplary and is intended to provide further explanation of the invention as claimed. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs.
In a typical embodiment of the present invention, as shown in fig. 1, a method for manufacturing a board house with an inorganic adhesive and a bamboo-wood composite structure is provided, in which a rib body such as bamboo and wood is bonded by using an inorganic adhesive to prepare a wallboard and a floor slab, and an integral board house is formed.
The manufacturing method comprises the following steps:
1. manufacturing members such as wallboards, floor slabs and the like;
firstly, splitting and untwining bamboo and wood materials along a fiber direction into a plurality of rib bodies, and layering the rib bodies in a template of a wallboard or a floor slab in a manner of being orthogonal along the longitudinal direction or the transverse direction of the wallboard or the floor slab; when the bamboo material is adopted, the bamboo ribs 1 which are longitudinally arranged after being untwined and the bamboo ribs 2 which are transversely arranged after being untwined are arranged in a staggered way.
The thickness of the template is determined according to the bearing capacity of the component, the heat preservation, the sound insulation and other parameters.
Inorganic glue is poured into the template, the bamboo and wood rib body materials are fully wrapped, the top is pressed and molded, and the inorganic cementing agent 3 is formed on the surfaces and in gaps of the bamboo and wood rib body materials.
In this embodiment, the inorganic gel is made of magnesium oxide, magnesium sulfate heptahydrate, silica fume, silica sol, lithium silicate, sodium silicate, citric acid, microcrystalline cellulose, nanocellulose whisker, aminotrimethylene phosphonic acid, water, and the like.
If a door and window opening or a stair opening and the like need to be reserved on the wallboard or the floor slab, an inner frame needs to be arranged in the template, and the bamboo and wood rib bodies in the template are disconnected when encountering the inner frame. For example, a window opening 4 is arranged in the middle of the bamboo and wood rib body, and a door opening 5 is arranged at the lower part of the bamboo and wood rib body.
After the wallboard or the floor slab reaches the strength and the template is removed, four sides are processed to form concave-convex connecting joints, and preparation is made for building a board house.
2. Setting a board house foundation;
wallboard and wallboard splice into inorganic gluey bamboo wood structure wall body, excavate the earthwork below the wall body, set up reinforced concrete strip foundation 6. And a strip-shaped groove 7 with the width slightly larger than that of the wall body is arranged at the position of the foundation with the wall body. The inorganic adhesive bamboo-wood structural wall body 8 is vertically inserted into the strip-shaped groove 7, and a gap between the wall body and the groove is filled with concrete materials.
3. The connection mode between the wall and the floor slab;
for realizing the reliable connection between wallboard, floor, become the concavo-convex with the four sides processing of wallboard, floor, form the evagination and connect, through the connection of evagination joint between wallboard and the wallboard, evagination joint's between wallboard and the floor connection, realize the equipment concatenation, assemble into whole board house.
Each wallboard includes that the interior horizontal wall body 9 of inorganic gluey bamboo wood structure, the outer horizontal wall body 10 of inorganic gluey bamboo wood structure, indulge the wall body 11 in the inorganic gluey bamboo wood structure, indulge the wall body 12 outward of inorganic gluey bamboo wood structure, indulges wall body and horizontal wall body orthogonal cross connect, also orthogonal cross connect between wallboard and the floor, the junction forms connected node.
Specifically, the connection node is divided into a connection node between the wall panels and the floor panels. The connected node between wallboard and wallboard divide into again: outer longitudinal wall and outer horizontal wall connected node 13, outer longitudinal wall and interior horizontal wall connected node 14, interior longitudinal wall and interior horizontal wall connected node 15. The connecting node between wallboard and floor divide into again: middle floor inner wall and floor connected node 16, middle floor outer wall and floor connected node 18, top floor inner wall and floor connected node 17, top floor outer wall and floor connected node 19 etc..
In order to realize mutual occlusion and staggered lap joint between the wall plate and the floor slab, the outer convex joints of a plurality of nodes are processed into the following types: (1) the vertical orthogonal connection between wallboard and wallboard, the horizontal orthogonal connection between wallboard and floor: processing the outer convex joint into a single-time wall thickness with the length and the single-time wall thickness with the interval; (2) two blocks of wallboard parallels are connected with another wallboard quadrature in vertical joint department, two blocks of floor parallels are connected with another wallboard quadrature in horizontal joint department, two blocks of wallboard parallels are connected with another floor quadrature in horizontal joint department: processing the plate convex joints connected in parallel into a T shape, wherein the total length is twice the thickness of the wall body, the total width is three times the thickness of the wall body, and the clear distance is the thickness of a single-time wall body; processing the orthogonal plate convex joints into single-fold wall thickness with the distance of the single-fold wall thickness; (3) when two parallel floors and two parallel wallboards are orthogonal in the horizontal direction, the outer convex joints of the two parallel floors or wallboards are processed into a T shape, the total length is twice the thickness of the wall body, the total width is three times the thickness of the wall body, and the distance is single times the thickness of the wall body; the other two convex joints are processed into a wall body with the length of single-fold thickness and the clear distance of two-fold thickness.
When the wall plate and the floor slab are assembled, the assembly sequence of first lower to last and first inner to outer is adopted for smoothly realizing the assembly.
Connecting pieces are arranged at the joints of the wallboards and the floor slabs; specifically, in order to integrate the assembled board house, holes are drilled on the two sides of the outward convex and inward concave abutted seams of the wall boards and the floor boards, namely wall board connecting holes 28, steel pull rods with holes, namely wall board connecting rods 29, are arranged, the positions of the holes on the steel pull rods correspond to the holes on the wall boards or the floor boards, the hole diameters are slightly larger than the diameters of bolts, and the nuts are screwed down after the bolts are inserted, so that the connection is completed.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. The manufacturing method of the inorganic adhesive composite bamboo-wood structure board house is characterized by comprising the following steps:
manufacturing a wallboard and a floor slab, and coating an inorganic cementing agent on the wallboard and the floor slab;
processing four sides of the wall plate and the floor slab into concave-convex shapes to form convex joints, and assembling and splicing;
the wallboard and the wallboard are orthogonally and alternately connected through the outer convex joint, and the wallboard and the floor are orthogonally and alternately connected through the outer convex joint to form the integral board house.
2. The method for manufacturing the inorganic adhesive composite bamboo-wood structure board house according to claim 1, wherein when the wallboard and the floor slab are connected in the vertical orthogonal mode, and when the wallboard and the floor slab are connected in the horizontal orthogonal mode: the length of the convex joint is set to be the single-time wall thickness, and the distance is the single-time wall thickness.
3. The method for manufacturing the inorganic adhesive composite bamboo-wood structure board house according to claim 1, wherein when the two wallboards are connected with the other wallboard orthogonally in parallel at the vertical joint, when the two floorboards are connected with the other wallboard orthogonally in parallel at the horizontal joint, and when the two wallboards are connected with the other wallboard orthogonally in parallel at the horizontal joint: the parallel connection of the plate convex joints is arranged in a T shape, the total length is twice the thickness of the wall body, the total width is three times the thickness of the wall body, and the clear distance is the thickness of the single wall body; the length of the orthogonal plate convex joint is the single-time wall thickness, and the distance is the single-time wall thickness.
4. The method of manufacturing inorganic adhesive composite bamboo-wood structure board house according to claim 1, wherein when two parallel floor slabs and two parallel wall slabs are orthogonal in the horizontal direction, the outer convex joints of the two parallel floor slabs or wall slabs are arranged in a T shape, the total length is twice the wall thickness, the total width is three times the wall thickness, and the distance is one times the wall thickness; the other two convex joints are processed into a wall body with the length of single-fold thickness and the clear distance of two-fold thickness.
5. The method of manufacturing a board house of inorganic cement composite bamboo-wood structure as claimed in claim 1, wherein when the wall board and floor slab are assembled, the assembly sequence of first lower to upper and first inner to outer is adopted.
6. The method for manufacturing the inorganic adhesive composite bamboo-wood structure board house according to claim 1, wherein the joints of the wall boards and the floor boards and the joints of the wall boards and the floor boards are provided with connecting pieces: drilling holes on the two sides of the outward convex and inward concave abutted seams of the wall boards and the floor boards, installing steel pull rods with holes, penetrating bolts, and then screwing nuts to complete connection.
7. The method for manufacturing the inorganic adhesive composite bamboo-wood structure board house according to claim 1, wherein the manufacturing process of the wallboard and the floor slab comprises the following steps:
splitting and untwining the bamboo and wood materials along the fiber direction into a plurality of rib bodies, layering and placing the rib bodies in a template of a wallboard or a floor slab along the longitudinal direction or the transverse direction of the wallboard or the floor slab, pouring inorganic glue into the template, fully wrapping the bamboo and wood rib bodies, and pressurizing and molding the top of the template.
8. The method for manufacturing the inorganic adhesive composite bamboo-wood structure board house according to claim 7, wherein when a door/window opening or a stair opening needs to be reserved on the wallboard or the floor slab, an inner frame is arranged in the template, and bamboo and wood rib bodies in the template are disconnected at the inner frame.
9. The method for manufacturing the inorganic cement composite bamboo-wood structural board house according to claim 1, wherein the wall boards and the wall boards are spliced into an inorganic cement bamboo-wood structural wall, earthwork is excavated below the wall, and a reinforced concrete strip foundation is arranged.
10. The method for manufacturing the inorganic cement composite bamboo-wood structure board house as claimed in claim 9, wherein the bar-shaped grooves are formed in the reinforced concrete bar-shaped foundation, the inorganic cement bamboo-wood structure wall is vertically inserted into the bar-shaped grooves, and gaps between the wall and the grooves are filled with concrete materials.
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Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201826393U (en) * | 2010-03-31 | 2011-05-11 | 徐州九鼎建设集团有限公司 | Assembled movable house |
| CN103603452A (en) * | 2013-11-25 | 2014-02-26 | 辽宁工业大学 | Assembled-type tooth-shaped superposed floor slab |
| CN205875418U (en) * | 2016-08-05 | 2017-01-11 | 山东日发纺织机械有限公司 | Assembled concrete wall and floor dry -type connection structure |
| CN107386695A (en) * | 2017-07-27 | 2017-11-24 | 周兴和 | Integrated building with high shock resistance energy |
| CN107642197A (en) * | 2017-10-23 | 2018-01-30 | 南京林业大学 | A kind of bamboo and wood combined box type structure |
| CN110056100A (en) * | 2019-05-05 | 2019-07-26 | 吉林建筑大学 | A kind of prestressing force fabricated shear wall, variation rigidity shock absorbing structural system and its engineering method |
| CN110106970A (en) * | 2019-05-31 | 2019-08-09 | 西安建工绿色建筑集团有限公司 | The index bed method of construction that pin-connected panel index bed module and dry and wet technique combine |
| CN210947163U (en) * | 2019-08-12 | 2020-07-07 | 谢宜环 | Building block type movable prefabricated house |
| CN211714212U (en) * | 2019-11-26 | 2020-10-20 | 湖北绿筑装配科技有限公司 | Anti-seismic connecting structure of prefabricated building |
| JP2020186544A (en) * | 2019-05-12 | 2020-11-19 | 株式会社ストローグ | Connection structure |
| CN212602393U (en) * | 2020-04-29 | 2021-02-26 | 西安工程大学 | Orthogonal glued bamboo wood for building structure |
| CN113585452A (en) * | 2021-06-30 | 2021-11-02 | 东南大学 | Full-prestress assembled orthogonal glued bamboo board-wall building structure system and construction method thereof |
| CN215563448U (en) * | 2021-06-29 | 2022-01-18 | 北京云翔建筑设计有限公司 | Novel assembled building floor transverse joint optimization structure |
-
2022
- 2022-07-29 CN CN202210909124.6A patent/CN115126082A/en active Pending
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201826393U (en) * | 2010-03-31 | 2011-05-11 | 徐州九鼎建设集团有限公司 | Assembled movable house |
| CN103603452A (en) * | 2013-11-25 | 2014-02-26 | 辽宁工业大学 | Assembled-type tooth-shaped superposed floor slab |
| CN205875418U (en) * | 2016-08-05 | 2017-01-11 | 山东日发纺织机械有限公司 | Assembled concrete wall and floor dry -type connection structure |
| CN107386695A (en) * | 2017-07-27 | 2017-11-24 | 周兴和 | Integrated building with high shock resistance energy |
| CN107642197A (en) * | 2017-10-23 | 2018-01-30 | 南京林业大学 | A kind of bamboo and wood combined box type structure |
| CN110056100A (en) * | 2019-05-05 | 2019-07-26 | 吉林建筑大学 | A kind of prestressing force fabricated shear wall, variation rigidity shock absorbing structural system and its engineering method |
| JP2020186544A (en) * | 2019-05-12 | 2020-11-19 | 株式会社ストローグ | Connection structure |
| CN110106970A (en) * | 2019-05-31 | 2019-08-09 | 西安建工绿色建筑集团有限公司 | The index bed method of construction that pin-connected panel index bed module and dry and wet technique combine |
| CN210947163U (en) * | 2019-08-12 | 2020-07-07 | 谢宜环 | Building block type movable prefabricated house |
| CN211714212U (en) * | 2019-11-26 | 2020-10-20 | 湖北绿筑装配科技有限公司 | Anti-seismic connecting structure of prefabricated building |
| CN212602393U (en) * | 2020-04-29 | 2021-02-26 | 西安工程大学 | Orthogonal glued bamboo wood for building structure |
| CN215563448U (en) * | 2021-06-29 | 2022-01-18 | 北京云翔建筑设计有限公司 | Novel assembled building floor transverse joint optimization structure |
| CN113585452A (en) * | 2021-06-30 | 2021-11-02 | 东南大学 | Full-prestress assembled orthogonal glued bamboo board-wall building structure system and construction method thereof |
Non-Patent Citations (1)
| Title |
|---|
| 曹惟诚: "《胶接技术手册》", 上海科学技术出版社出版, pages: 312 * |
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