CN114411978A - Dovetail-tenon concrete assembled enclosure wall building - Google Patents
Dovetail-tenon concrete assembled enclosure wall building Download PDFInfo
- Publication number
- CN114411978A CN114411978A CN202210143849.9A CN202210143849A CN114411978A CN 114411978 A CN114411978 A CN 114411978A CN 202210143849 A CN202210143849 A CN 202210143849A CN 114411978 A CN114411978 A CN 114411978A
- Authority
- CN
- China
- Prior art keywords
- dovetail
- groove
- tongue
- column
- dovetails
- 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
- 238000004873 anchoring Methods 0.000 claims abstract description 15
- 238000003780 insertion Methods 0.000 claims description 2
- 230000037431 insertion Effects 0.000 claims description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 7
- 238000009434 installation Methods 0.000 abstract description 6
- 229910000831 Steel Inorganic materials 0.000 abstract description 5
- 239000010959 steel Substances 0.000 abstract description 5
- 239000011490 mineral wool Substances 0.000 abstract description 4
- 235000013311 vegetables Nutrition 0.000 abstract description 4
- 238000009413 insulation Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 6
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 3
- 229910052799 carbon Inorganic materials 0.000 description 3
- 239000000047 product Substances 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
Classifications
-
- 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
- E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
-
- 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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a dovetail concrete assembly type enclosure wall building which comprises side column dovetails, middle column dovetails, beam groove dovetails and beam groove anchoring tenons, wherein first mortises in mutually perpendicular directions are formed in the tops of the side column dovetails, first supporting plates are connected to the outer walls, provided with the first mortises, of the side column dovetails, and first limiting plates are further arranged at the upper ends and the lower ends of the outer walls, provided with the first mortises, of the side column dovetails. The dovetail tenon type concrete fabricated building is created, the use of steel members and bolts is basically avoided, the building time of the building can be accelerated, the dovetail tenon type concrete fabricated building can be recycled for many times, the dovetail tenon type concrete fabricated building is wide in application range, the dovetail tenon type concrete fabricated building can be used for multi-story buildings, small conference exhibition halls, roof sunlight room expansion, villa enclosing walls, vegetable greenhouses and the like, the manufacturing cost is low, the transportation is convenient, the installation is convenient, the basic heat insulation performance is the same as that of brick-concrete structures and concrete house structures, and the dovetail tenon type concrete fabricated building is far higher than that of other market existing temporary buildings such as containers, temporary rock wool board houses and the like.
Description
Technical Field
The invention relates to the field of civil engineering fabricated buildings, in particular to a dovetail concrete fabricated enclosure wall building.
Background
The prefabricated building is a building which is formed by transferring a large amount of field operation work in the traditional construction mode to a factory, processing and manufacturing building components and accessories in the factory, transporting the building components and accessories to a building construction site, and assembling and installing the building components and accessories on the site in a reliable connection mode, wherein the prefabricated building mainly comprises a prefabricated concrete structure, a steel structure, a modern wood structure building and the like.
However, the existing fabricated building partially adopts a traditional brick-concrete structure, so that the manufacturing cost is high, and the rapid transportation is not convenient, and partially adopts a steel-concrete structure, a container and a rock wool board color steel building, so that the fabricated building has the advantages of low safety performance, fire resistance, poor heat insulation performance, poor wind resistance and disaster resistance, short service life, difficulty in permanent house building, energy conservation and environmental protection.
Therefore, there is a need to provide a dovetail concrete assembled enclosure construction that solves the above problems.
Disclosure of Invention
The invention aims to provide a dovetail concrete assembly type enclosure wall building to solve the problems in the prior art.
In order to achieve the purpose, the invention provides the following technical scheme: a dovetail concrete assembly type enclosure wall building comprises side column dovetails, middle column dovetails, beam groove dovetails and beam groove anchoring tenons, the top of the side column dovetail joint is provided with first mortises with mutually vertical directions, the outer wall of the side column dovetail joint with the first mortises is connected with a first supporting plate, the upper end and the lower end of the outer wall of the side column dovetail joint with the first mortise are also provided with first limiting plates, the top of the middle column dovetail joint is provided with second mortises with collinear directions, the outer walls of the middle column dovetail joint, which are provided with the second mortises, are all connected with second supporting plates, the outer wall that the middle post dovetail has the second tongue-and-groove still is provided with the second limiting plate, the both ends of roof beam groove dovetail constitute complete mortise and tenon with first tongue-and-groove, second tongue-and-groove and agree with, the both ends of roof beam groove anchor tenon and the opening part of first tongue-and-groove, second tongue-and-groove are with the width.
Preferably, the side column dovetail joint can be spliced and fixed with the middle column dovetail joint through the beam groove dovetail joint and the beam groove anchoring insertion tenon.
Preferably, the bottom end of the beam groove dovetail joint is provided with a first assembling groove which faces upwards vertically, the top of the beam groove anchor tenon is provided with a second assembling groove which faces downwards vertically and corresponds to the first assembling groove, and the beam groove dovetail joint and the beam groove anchor tenon are connected with a slotted buckle plate in an assembling mode through the first assembling groove and the second assembling groove.
Preferably, vertical downward clamping grooves are formed in the tops of the first limiting plate and the second limiting plate, and the C-shaped clamping plates are connected to the inner portions of the clamping grooves in a clamped mode.
Preferably, the two groups of side column dovetails and the one group of middle column dovetails can be spliced into a parallel wall surface structure.
Preferably, the four sets of side post dovetails and the two sets of middle post dovetails can be spliced into a rectangular structure.
Preferably, the middle column dovetail joint is further provided with a structure with three groups of second mortises at the top, and the four groups of side column dovetail joints and the four groups of middle column dovetail joints can be spliced into a square structure.
Preferably, the center department that side column forked tail middle post forked tail spliced into square structure is provided with exhibition room constructional column, the top of exhibition room constructional column is connected with the connecting piece, the third tongue-and-groove has all been seted up at four ends in the top of connecting piece, it has the beam slot forked tail to agree with through second tongue-and-groove, third tongue-and-groove mortise and tenon between connecting piece and the middle post forked tail.
Compared with the prior art, the invention has the beneficial effects that:
1. the dovetail tenon type concrete fabricated building is created, the use of steel members and bolts is basically avoided, the building time of the building can be accelerated, the dovetail tenon type concrete fabricated building can be recycled for many times, the dovetail tenon type concrete fabricated building is wide in application range, the dovetail tenon type concrete fabricated building can be used for multi-story buildings, small conference exhibition halls, roof sunlight room expansion, villa enclosing walls, vegetable greenhouses and the like, the manufacturing cost is low, the transportation is convenient, the installation is convenient, the basic heat insulation performance is the same as that of brick-concrete structures and concrete house structures, and the dovetail tenon type concrete fabricated building is far higher than that of existing temporary buildings in other markets such as containers and temporary rock wool board houses;
2. the invention has the advantages of convenient installation, wide application, low manufacturing cost and convenient transportation, saves labor cost compared with the traditional brick-concrete structure and concrete structure, has high safety performance, good fire resistance and heat preservation performance, stronger wind resistance and disaster resistance capability and long service life compared with steel-concrete structure, container and rock wool board color steel building, can be used as permanent house building, has the most outstanding advantages of energy saving and environmental protection, and greatly reduces the pollution of construction waste to the environment because the dovetail mortise-tenon components are convenient for assembly and transportation and disassembly for secondary utilization, thereby being complementary with the carbon in the building market and the national policy guidelines.
Drawings
FIG. 1 is a schematic structural view of a side post dovetail of the present invention;
FIG. 2 is a perspective view of a center post dovetail of the present invention;
FIG. 3 is a perspective view of a beam slot dovetail of the present invention;
FIG. 4 is a perspective view of the beam groove anchoring tenon of the present invention
FIG. 5 is a three-dimensional display of a finished wall product of the present invention;
FIG. 6 is a three-dimensional elevation showing of the finished building product of the present invention;
FIG. 7 is a top view of FIG. 6 of the present invention;
FIG. 8 is an enlarged view taken at A of FIG. 7 in accordance with the present invention;
FIG. 9 is a three-dimensional display view of a large exhibition hall for finished products of the present invention;
FIG. 10 is an enlarged view of the invention at B in FIG. 9.
In the figure: 1. side post dovetail; 101. a first tongue-and-groove; 102. a first support plate; 103. a first limit plate; 2. a middle post dovetail; 201. a second mortise; 202. a second support plate; 203. a second limiting plate; 3. a beam slot dovetail; 301. a first fitting groove; 4. anchoring the tenon in the beam groove; 401. a second assembly groove; 5. a groove buckle plate; 6. a card slot; 7. a C-shaped clamping plate; 8. exhibition hall constructional columns; 801. a connecting member; 802. and a third mortise.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance. In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "disposed" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art. The following describes an embodiment of the present invention based on its overall structure.
Referring to fig. 1-10, a dovetail concrete assembly type enclosure wall building includes a side-column dovetail 1, a middle-column dovetail 2, a beam-groove dovetail 3 and a beam-groove anchor mortise 4, wherein the top of the side-column dovetail 1 is provided with a first mortise 101 with mutually perpendicular directions, the outer wall of the side-column dovetail 1 with the first mortise 101 is connected with a first supporting plate 102, the upper and lower ends of the outer wall of the side-column dovetail 1 with the first mortise 101 are further provided with a first limiting plate 103, the top of the middle-column dovetail 2 is provided with a second mortise 201 with collinear directions, the outer wall of the middle-column dovetail 2 with the second mortise 201 is connected with a second supporting plate 202, the outer wall of the middle-column dovetail 2 with the second mortise 201 is further provided with a second limiting plate 203, the two ends of the beam-groove dovetail 3, the first mortise 101 and the second mortise form a complete dovetail joint, the two ends of the beam-groove anchor mortise 4 and the first mortise 101, the second mortise 201, The opening of the second mortise 201 has the same width.
As shown in fig. 1 to 10, the edge-column dovetail 1 and the beam-slot anchor mortise 4 and the intermediate-column dovetail 2 may be spliced and fixed by the beam-slot dovetail 3, the edge-column dovetail 1 and the intermediate-column dovetail 2 may be spliced by the beam-slot dovetail 3 and the beam-slot anchor mortise 4, and different numbers of the edge-column dovetails 1 and the intermediate-column dovetails 2 may be spliced in different structures.
As shown in fig. 1 to 10, the bottom end of the beam-slot dovetail 3 is provided with a first assembling groove 301 which faces upward vertically, the top of the beam-slot anchor mortise 4 is provided with a second assembling groove 401 which faces downward vertically and corresponds to the first assembling groove 301, the beam-slot dovetail 3 and the beam-slot anchor mortise 4 can be assembled and connected with the slotted buckle 5 through the first assembling groove 301 and the second assembling groove 401, the building ground is firstly leveled, then the site is paid out according to the design size of the drawing, the prefabricated column foundation pit is excavated, the side column dovetail 1 is embedded to the lower part, the middle column dovetail 2 is inserted into the node, then the beam-slot anchor mortise 4 is inserted into the bottom of the first mortise 101 and the second mortise 201 of the side column dovetail 1 and the middle column dovetail 2, then the slotted buckle 5 is inserted into the second assembling groove 401 for fixation, and finally the beam-slot dovetail 3 is inserted into the first mortise 101, the second mortise 101 and the first mortise 101, The second mortise 201 is internally installed at the top of the buckle plate 5 through the first assembling groove 301, so that the second mortise is completely matched with the buckle plate without a crack.
As shown in fig. 1-10, vertical decurrent draw-in groove 6 has all been seted up at the top of first limiting plate 103 and second limiting plate 203, and the inside block of draw-in groove 6 is connected with C shape cardboard 7, can carry on spacingly to beam groove dovetail 3 and beam groove anchor tenon 4 through the first limiting plate 103 and the second limiting plate 203 that set up to can block connection C shape cardboard 7 and further can fix beam groove dovetail 3 and beam groove anchor tenon 4 through having seted up draw-in groove 6, improve the shock resistance of device.
The first embodiment is as follows: as shown in fig. 5, two sets of side post forked tail 1 can splice into parallel wall structure with a set of middle post forked tail 2, install in both sides through two sets of side post forked tail 1 that set up, a set of middle post forked tail 2 is placed in the center department of two sets of side post forked tail 1, then install beam slot anchor tenon 4 in proper order in the installation, beam slot forked tail 3 can splice into parallel wall structure with slot buckle 5, and the mortise and tenon structure is convenient for assemble and transport, be convenient for dismantle reutilization again, the pollution of building rubbish to the environment has significantly reduced, with building market carbon in with the national policy guideline supplement each other.
Example two: as shown in fig. 6-8, four groups of side column dovetails 1 and two groups of middle column dovetails 2 can be spliced into a rectangular structure, the four groups of side column dovetails 1 are arranged at four corners, the two groups of middle column dovetails 2 are respectively arranged at the centers of the two groups of side column dovetails 1, and then the beam groove anchoring tenon 4, the beam groove dovetails 3 and the groove buckle plate 5 are arranged to be spliced into the rectangular structure.
Example three: as shown in fig. 9-10, the middle column dovetail 2 is further provided with a structure having three sets of second mortises 201 formed at the top thereof, the four sets of side column dovetails 1 and the four sets of middle column dovetails 2 can be spliced into a square structure, the four sets of side column dovetails 1 are installed at four corners through the four sets of side column dovetails, and the four sets of middle column dovetails 2 are respectively placed at the centers of the two sets of adjacent side column dovetails 1 and then can be spliced into a square structure by installing the beam slot anchoring mortise 4, the beam slot dovetail 3 and the slot buckle 5.
As shown in fig. 9-10, the exhibition hall constructional column 8 is arranged at the center of the square structure spliced by the side column dovetail 1 and the middle column dovetail 2, the top of the exhibition hall constructional column 8 is connected with the connecting piece 801, the third mortises 802 are arranged at the four ends of the top of the connecting piece 801, the beam slot dovetail 3 is matched between the connecting piece 801 and the middle column dovetail 2 through the second mortises 201 and the third mortises 802, the exhibition hall constructional column 8 is arranged at the center of the square structure spliced by the middle column dovetail 2 of the side column dovetail 1, then the stability of the square structure can be enhanced through the connecting beam slot dovetail 3, the building time of the building can be accelerated, the application is wide, the square structure can be recycled for many times, the square structure can be used for multi-layer buildings, small conference halls, roof sunlight house extension, villas walls, vegetable greenhouses and the like, the manufacturing cost is low, the transportation is convenient, the installation is convenient.
The working principle is as follows: firstly, leveling the building ground, then designing the size according to the drawing, setting out the site, excavating a precast column foundation pit, embedding side column dovetail tenons 1 to the lower part, inserting middle column dovetail tenons 2 at the joints, then inserting beam groove anchoring tenon 4 into the bottoms of a first mortise 101 and a second mortise 201 of the side column dovetail tenons 1 and the middle column dovetail tenons 2, then inserting a buckle 5 into a second assembling groove 401 for fixing, finally inserting a beam groove dovetail 3 into the first mortise 101 and the second mortise 201, installing the beam groove dovetail tenons 3 at the top of the buckle 5 through the first assembling groove 301, enabling the beam groove dovetail tenons to be completely engaged without a leak seam, limiting the beam groove dovetail tenons 3 and the beam groove anchoring tenon 4 through a first limiting plate 103 and a second limiting plate 203, and further fixing the beam groove dovetail tenons 3 and the beam groove anchoring tenon 4 through a C-shaped clamping plate 7 which is provided with a clamping groove 6, the shock resistance of the device is improved, the side column dovetails 1 and the middle column dovetails 2 can be spliced with the beam slot anchoring tenon 4 through the beam slot dovetails 3, different structures can be spliced through different numbers of the side column dovetails 1 and the middle column dovetails 2, the two sets of side column dovetails 1 are arranged on two sides, the one set of middle column dovetails 2 are arranged at the centers of the two sets of side column dovetails 1, then the beam slot anchoring tenon 4, the beam slot dovetails 3 and the slot buckle plates 5 are sequentially arranged in the installation to be spliced into a parallel wall surface structure, the mortise structure is convenient to assemble and transport and disassemble for secondary utilization, the pollution of construction waste to the environment is greatly reduced, the mortise and the construction market carbon and national policy guidelines are supplemented, the four sets of side column dovetails 1 are arranged at four corners, the two sets of middle column dovetails 2 are respectively arranged at the centers of the two sets of side column dovetails 1, then the beam slot anchoring tenon 4, the beam slot dovetail 3 and the slot buckle plate 5 are installed to be spliced into a rectangular structure, the rectangular structure has high safety performance, good fire resistance and heat preservation performance, strong wind resistance and disaster resistance, long service life and can be used for permanent house construction, four groups of side column dovetail 1 are installed at four corners, four groups of middle column dovetail 2 are respectively placed at the centers of two adjacent groups of side column dovetail 1, then the square structure can be spliced by installing the beam slot anchoring tenon 4, the beam slot dovetail 3 and the slot buckle plate 5, an exhibition hall constructional column 8 is arranged at the center of the square structure spliced by the middle column dovetail 2 of the side column dovetail 1, the stability of the square structure can be enhanced by connecting the beam slot dovetail 3, the building time can be accelerated, the square structure can be recycled for many times, and the application is wide, the solar greenhouse can be used for multi-storey buildings, small conference exhibition halls, roof sunlight room extension, villa enclosing walls, vegetable greenhouses and the like, and is low in manufacturing cost, convenient to transport and convenient to install.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (8)
1. The utility model provides a forked tail tenon concrete assembled enclosure building, includes side column forked tail (1), middle post forked tail (2), beam groove forked tail (3) and beam groove anchor tenon (4), its characterized in that: first tongue-and-groove (101) of direction mutually perpendicular are seted up at the top of side post dovetail (1), the outer wall that has first tongue-and-groove (101) of side post dovetail (1) all is connected with first backup pad (102), the upper and lower both ends that outer wall that side post dovetail (1) has first tongue-and-groove (101) still are provided with first limiting plate (103), direction collineation second tongue-and-groove (201) are seted up at middle post dovetail (2) top, the outer wall that middle post dovetail (2) has second tongue-and-groove (201) all is connected with second backup pad (202), the outer wall that middle post dovetail (2) has second tongue-and-groove (201) still is provided with second limiting plate (203), the both ends and first tongue-and-groove (101), second tongue-and-groove (201) of beam groove dovetail (3) constitute complete mortise, the both ends and first tongue-and-groove (101), second tongue-and-groove (201) of beam groove anchor mortise (4) agree with first tongue-and-groove (101), The opening of the second mortise (201) has the same width.
2. A dovetail concrete assembled enclosure building according to claim 1, wherein: the side column dovetail joint (1) can be spliced and fixed with the middle column dovetail joint (2) through the beam groove dovetail joint (3) and the beam groove anchoring insertion joint (4).
3. A dovetail concrete assembled enclosure building according to claim 2, wherein: the bottom end of the beam groove dovetail joint (3) is provided with a first assembling groove (301) which faces upwards vertically, the top of the beam groove anchor tenon (4) is provided with a second assembling groove (401) which faces downwards vertically and corresponds to the first assembling groove (301), and the beam groove dovetail joint (3) and the beam groove anchor tenon (4) can be assembled and connected with the slotted buckle plate (5) through the first assembling groove (301) and the second assembling groove (401).
4. A dovetail concrete assembled enclosure building according to claim 1, wherein: vertical decurrent draw-in groove (6) have all been seted up at the top of first limiting plate (103) and second limiting plate (203), the inside block of draw-in groove (6) is connected with C shape cardboard (7).
5. A dovetail concrete assembled enclosure building according to claim 1, wherein: two sets of side post forked tail (1) and a set of middle post forked tail (2) can splice into parallel wall structure.
6. A dovetail concrete assembled enclosure building according to claim 1, wherein: the four groups of side column dovetails (1) and the two groups of middle column dovetails (2) can be spliced into a rectangular structure.
7. A dovetail concrete assembled enclosure building according to claim 1, wherein: the middle column dovetail joint (2) is further provided with a structure with three groups of second mortises (201) arranged at the top, and the four groups of side column dovetail joints (1) and the four groups of middle column dovetail joints (2) can be spliced into a square structure.
8. The dovetail concrete assembled enclosure building of claim 7, wherein: the center department that side column forked tail (1) middle post forked tail (2) splice into square structure is provided with exhibition room constructional column (8), the top of exhibition room constructional column (8) is connected with connecting piece (801), third tongue-and-groove (802) have all been seted up at four ends in the top of connecting piece (801), through second tongue-and-groove (201), third tongue-and-groove (802) mortise and tenon agree with there is beam slot forked tail (3) between connecting piece (801) and middle post forked tail (2).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202210143849.9A CN114411978A (en) | 2022-02-17 | 2022-02-17 | Dovetail-tenon concrete assembled enclosure wall building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202210143849.9A CN114411978A (en) | 2022-02-17 | 2022-02-17 | Dovetail-tenon concrete assembled enclosure wall building |
Publications (1)
Publication Number | Publication Date |
---|---|
CN114411978A true CN114411978A (en) | 2022-04-29 |
Family
ID=81262242
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202210143849.9A Pending CN114411978A (en) | 2022-02-17 | 2022-02-17 | Dovetail-tenon concrete assembled enclosure wall building |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN114411978A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113882560A (en) * | 2021-09-14 | 2022-01-04 | 昌达建筑科技有限公司 | Connecting structure of modular wall and mounting frame |
CN115094934A (en) * | 2022-07-19 | 2022-09-23 | 中交一航局第五工程有限公司 | Construction process of assembled mortise-tenon joint caisson |
CN115354776A (en) * | 2022-09-19 | 2022-11-18 | 长春工程学院 | Building wall connection node device |
Citations (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN203878781U (en) * | 2014-06-12 | 2014-10-15 | 厦门市弘艺古建园林工程有限公司 | Beam-column joint combined member for steel structure |
CN104234212A (en) * | 2014-09-19 | 2014-12-24 | 东南大学 | Socket and spigot type light steel frame connecting joint and construction method thereof |
CN106121086A (en) * | 2016-06-22 | 2016-11-16 | 北京工业大学 | A kind of concrete-filled steel square tubular column of band otic placode and the connecting structure of fabricated shear wall and the practice |
CN106351511A (en) * | 2016-10-10 | 2017-01-25 | 中建局集团第五建筑有限公司 | Prefabricated part combined enclosing wall and installing method thereof |
CN107119918A (en) * | 2017-07-03 | 2017-09-01 | 洛阳理工学院 | Structure is repaired in the reinforcing of a kind of ancient building peripheral column and single architrave node |
JP2017203321A (en) * | 2016-05-12 | 2017-11-16 | 義憲 大倉 | Connector |
CN110258782A (en) * | 2019-07-17 | 2019-09-20 | 天津大学 | Tooth line groove mortise and tenon type node and spatial mesh structure |
CN111305456A (en) * | 2020-03-30 | 2020-06-19 | 四川华远建设工程有限公司 | Assembled wall and construction process thereof |
CN111305644A (en) * | 2020-03-06 | 2020-06-19 | 自然资源部天津海水淡化与综合利用研究所 | Assembled light steel structure enclosing wall and construction method |
CN211229035U (en) * | 2019-10-29 | 2020-08-11 | 沈阳大学 | Assembled concrete frame-shear wall structure |
CN111962717A (en) * | 2020-07-27 | 2020-11-20 | 安徽地平线建筑设计有限公司 | Assembled wall body fixing and connecting device and mounting method thereof |
CN212993273U (en) * | 2020-08-11 | 2021-04-20 | 福建省顺昌县升升木业有限公司 | Planting basin convenient to assemble |
CN213233810U (en) * | 2020-06-20 | 2021-05-18 | 华星钢构股份有限公司 | Light steel structure assembled low-rise building structure |
CN113958191A (en) * | 2021-10-26 | 2022-01-21 | 国家电网有限公司 | Assembled enclosure wall structure |
-
2022
- 2022-02-17 CN CN202210143849.9A patent/CN114411978A/en active Pending
Patent Citations (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN203878781U (en) * | 2014-06-12 | 2014-10-15 | 厦门市弘艺古建园林工程有限公司 | Beam-column joint combined member for steel structure |
CN104234212A (en) * | 2014-09-19 | 2014-12-24 | 东南大学 | Socket and spigot type light steel frame connecting joint and construction method thereof |
JP2017203321A (en) * | 2016-05-12 | 2017-11-16 | 義憲 大倉 | Connector |
CN106121086A (en) * | 2016-06-22 | 2016-11-16 | 北京工业大学 | A kind of concrete-filled steel square tubular column of band otic placode and the connecting structure of fabricated shear wall and the practice |
CN106351511A (en) * | 2016-10-10 | 2017-01-25 | 中建局集团第五建筑有限公司 | Prefabricated part combined enclosing wall and installing method thereof |
CN107119918A (en) * | 2017-07-03 | 2017-09-01 | 洛阳理工学院 | Structure is repaired in the reinforcing of a kind of ancient building peripheral column and single architrave node |
CN110258782A (en) * | 2019-07-17 | 2019-09-20 | 天津大学 | Tooth line groove mortise and tenon type node and spatial mesh structure |
CN211229035U (en) * | 2019-10-29 | 2020-08-11 | 沈阳大学 | Assembled concrete frame-shear wall structure |
CN111305644A (en) * | 2020-03-06 | 2020-06-19 | 自然资源部天津海水淡化与综合利用研究所 | Assembled light steel structure enclosing wall and construction method |
CN111305456A (en) * | 2020-03-30 | 2020-06-19 | 四川华远建设工程有限公司 | Assembled wall and construction process thereof |
CN213233810U (en) * | 2020-06-20 | 2021-05-18 | 华星钢构股份有限公司 | Light steel structure assembled low-rise building structure |
CN111962717A (en) * | 2020-07-27 | 2020-11-20 | 安徽地平线建筑设计有限公司 | Assembled wall body fixing and connecting device and mounting method thereof |
CN212993273U (en) * | 2020-08-11 | 2021-04-20 | 福建省顺昌县升升木业有限公司 | Planting basin convenient to assemble |
CN113958191A (en) * | 2021-10-26 | 2022-01-21 | 国家电网有限公司 | Assembled enclosure wall structure |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113882560A (en) * | 2021-09-14 | 2022-01-04 | 昌达建筑科技有限公司 | Connecting structure of modular wall and mounting frame |
CN115094934A (en) * | 2022-07-19 | 2022-09-23 | 中交一航局第五工程有限公司 | Construction process of assembled mortise-tenon joint caisson |
CN115354776A (en) * | 2022-09-19 | 2022-11-18 | 长春工程学院 | Building wall connection node device |
CN115354776B (en) * | 2022-09-19 | 2023-11-17 | 长春工程学院 | Building wall body connecting node device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN114411978A (en) | Dovetail-tenon concrete assembled enclosure wall building | |
CN110029726B (en) | Assembled steel bamboo wood combined structure system suitable for multi-story high-rise building | |
CN110042928B (en) | Modularized spliced house and construction method thereof | |
CN112144668B (en) | Tenon type inserted assembled steel-concrete combined node | |
CN210713203U (en) | Light steel assembled movable board house for constructional engineering | |
AU2013293648A1 (en) | Waffle box building technology | |
CN104674949A (en) | Portable shelter | |
GB2334045A (en) | Modular building unit | |
CN216865472U (en) | Modular assembled house structure | |
CN215443280U (en) | Assembly type building based on longitudinal integral reinforced concrete module | |
CN112064784A (en) | Assembled light steel structure residential building system | |
CN111980225A (en) | Connecting structure of prefabricated wall panel and steel frame column and construction method thereof | |
CN111350204A (en) | Assembled basis | |
CN111946100B (en) | Steel-wood combined modular ecological building | |
CN219952944U (en) | Light concrete surrounding wall structure of full-assembled dry connection | |
CN215717548U (en) | Simple concrete prefabricated assembly room | |
CN216665141U (en) | A assembled building structure, assembly pavilion for four electric houses in railway section | |
CN220167152U (en) | Assembled house | |
CN219528042U (en) | Assembled special-shaped closed profiled steel sheet composite shear wall structure | |
CN215443276U (en) | Face and build board house | |
CN217949336U (en) | Assembled house | |
CN220666653U (en) | Market board post structure | |
CN221119022U (en) | Assembled unit component | |
CN220790728U (en) | Quick assembly disassembly formula camping unit and composite set thereof | |
CN217175370U (en) | Column bearing truss combination and column bearing truss combination vertical building structure system |
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 |