CN114412015B - Steel-wood combined wall body assembling structure - Google Patents
Steel-wood combined wall body assembling structure Download PDFInfo
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- CN114412015B CN114412015B CN202210151519.4A CN202210151519A CN114412015B CN 114412015 B CN114412015 B CN 114412015B CN 202210151519 A CN202210151519 A CN 202210151519A CN 114412015 B CN114412015 B CN 114412015B
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- wall body
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- wallboard
- horizontal
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- 239000002023 wood Substances 0.000 title claims abstract description 54
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 18
- 239000010959 steel Substances 0.000 claims abstract description 18
- 238000009413 insulation Methods 0.000 claims description 10
- 239000002131 composite material Substances 0.000 claims description 7
- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical compound N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 claims description 4
- 239000003063 flame retardant Substances 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 239000000463 material Substances 0.000 description 4
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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
-
- 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
- E04B1/6125—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 on the one frontal surface co-operating with recesses in the other frontal surface
- E04B1/6137—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 on the one frontal surface co-operating with recesses in the other frontal surface the connection made by formlocking
-
- 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
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
-
- 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
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
-
- 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
- E04B1/94—Protection against other undesired influences or dangers against fire
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electromagnetism (AREA)
- Acoustics & Sound (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention relates to a steel-wood combined wall body assembling structure, and belongs to the technical field of civil engineering wall body structures. The wall pile comprises a wood board wall body and wall piles connected with the wood board wall body, wherein the wall piles are formed by rectangular columns in the middle and at least two groups of wall limbs on the periphery; the wall limb consists of wall limb plates, and a wedge-shaped mortice is formed between the wall limb plates; the outer side of the wall limb is also provided with a limb plate module group, and the limb plate module group is provided with a limb plate arc groove for inserting and holding a round steel pipe; the plank wall body is formed by splicing a first plank wall body and a second plank wall body; the first wood board wall body consists of a vertical riveting plate, a first horizontal wall board and a wall board connecting module group connected between the vertical riveting plate and the first horizontal wall board; the vertical riveting plate is correspondingly inserted into the dovetail groove; the limb board module groups and the wallboard connecting module groups are spliced together in a crossing way. The invention has the performance which is not inferior to that of a brick-concrete wall, the splicing and the disassembly are convenient, the design of the wall pile is ingenious, and the 'one convex and one concave' can ensure that the wall board and the wall pile are tightly and firmly riveted without instability.
Description
Technical Field
The invention relates to a steel-wood combined wall body assembling structure, and belongs to the technical field of civil engineering wall body structures.
Background
The steel structure has the characteristics of high strength, light dead weight, good overall rigidity, strong deformation resistance, good homogeneity and isotropy of materials and the like, and is widely applied to large-span, ultrahigh and extra-heavy buildings. However, the steel structure is also poor in corrosion resistance and fire resistance, and instability is easily caused by the small cross section size. The wood is a structural material with easy material acquisition and simple processing. The wood structure has lighter dead weight, the wood component is convenient to transport and disassemble, can be used for multiple times, and is widely applied to house construction.
Disclosure of Invention
In order to solve the problems in the prior art, the invention designs a steel-wood combined wall body assembling structure which is used for solving the problems of corrosion resistance, stability and convenience in assembly and disassembly.
In order to achieve the above purpose, the invention adopts the following technical scheme:
the steel-wood combined wall body assembling structure comprises a wood board wall body and a wall pile connected with the wood board wall body, wherein the wall pile consists of a rectangular column in the middle and at least two groups of wall limbs on the periphery; each group of the wall limbs consists of two oppositely arranged wall limb plates, and a dovetail groove is formed between the wall limb plates; the wall limb plates are arranged along the whole length of the wall limb, limb plate module groups are fixedly arranged on the outer side of the wall limb, each limb plate module group is composed of two oppositely arranged rectangular limb plate modules, and limb plate arc grooves are correspondingly formed in the rectangular limb plate modules; the limb plate arc grooves on the two rectangular limb plate modules are oppositely arranged and are used for inserting and holding round steel pipes; the limb plate module groups are vertically arranged at intervals along the wall limbs;
the plank wall body is formed by splicing a first plank wall body and a second plank wall body;
the first wood board wall body consists of a vertical riveting plate, a first horizontal wall board and a wall board connecting module group connected between the vertical riveting plate and the first horizontal wall board; the upper mortise and tenon joints and the lower mortise and tenon joints are connected among the first horizontal wallboards;
one side of the first horizontal wallboard is provided with a first horizontal wallboard bulge, and the other side of the first horizontal wallboard is provided with an I-shaped joggle groove; the first horizontal wallboard bulge and the vertical riveting plate are oppositely arranged, and wallboard arc grooves are formed in the opposite surfaces;
the wallboard connecting module group consists of two oppositely arranged rectangular wallboard connecting modules which are respectively and correspondingly arranged at two sides of the vertical riveting plate and the first horizontal wallboard bulge, and the rectangular wallboard connecting modules are also correspondingly provided with connecting module arc grooves;
the wall board connecting module groups are vertically arranged at intervals;
the vertical riveting plates are correspondingly inserted into the dovetail grooves to form first mortise-tenon connection; the limb plate module groups and the rectangular wallboard connecting modules are spliced together in a crossing way, circular through holes which are penetrated up and down are spliced among the limb plate circular arc grooves, the connecting module circular arc grooves and the wallboard circular arc grooves and are used for inserting the round steel pipes, so that a reinforcing effect is achieved;
the second wood board wall body is formed by connecting upper and lower mortise and tenon joints of a plurality of layers of second horizontal wall boards; one side of the second horizontal wallboard is provided with an I-shaped tenon, and the other side of the second horizontal wallboard is also provided with the I-shaped tenon groove;
the first wood board wall body and the second wood board wall bodies as well as the plurality of second wood board wall bodies are connected through the I-shaped tenons, the grooves and the mortise; simultaneously, first plank wall body, second plank wall body mortise and tenon joint position still is provided with the surface connection recess for set up the vertical connecting plate of logical length.
Further, a wall pile through hole is further formed in the middle of the rectangular column body of the wall pile, and is used for inserting longitudinal ribs, pouring concrete or inserting vertical connecting steel pipes.
Further, the first plank wall body and the second plank wall body are respectively provided with 2-10 layers of the first horizontal wall board and the second horizontal wall board.
Further, the first plank wall body and the second plank wall body are respectively provided with a heat preservation layer, a sound insulation layer, a flame retardant layer and a heat insulation layer.
Further, the wall pile is L-shaped, T-shaped and cross-shaped.
Further, the rectangular limb board module and the rectangular wallboard connecting module are small square modules with the side length of 100mm-300 mm.
Further, the diameter of the round steel pipe is 100-500mm, and the thickness of the round steel pipe is 3-10mm.
Further, the first and second horizontal wallboards of each layer are 1-2m long, 0.2-1m wide and 0.1-0.5m thick.
Further, the mortise-tenon joint width between the first horizontal wallboards and between the second horizontal wallboards is 10-30mm, and the depth is 30-70mm.
Further, the vertical connecting plates are fixed on the first plank wall body and the second plank wall body through M24 bolts.
The invention has the beneficial effects that:
the invention mainly takes a spliced wood structure as a main part and steel materials are used for assisting in reinforcing the steel-wood combined structure, the firm wall can be respectively suitable for wallboard arrangement of L-shaped, T-shaped and cross-shaped wall piles, the wood spliced wallboard is environment-friendly, the performance of the wood spliced wallboard is not inferior to that of a brick-concrete wall through arrangement of an insulating layer, a sound insulation layer, a flame retardant layer and a heat insulation layer, the splicing and dismounting are convenient, the length of the wall can be freely changed through arrangement of different numbers of plate rows, the wall pile is ingenious in design, the wall pile is tightly and firmly riveted by 'a convex concave-concave' wall board and the wall pile without instability, the wood boards of different layers are connected by tenon-mortise joints, the wood boards of different columns are not only connected by tenon-mortise joints, but also the wood boards are reinforced on the front side and the rear side by bolts, and the overall stability is good.
Drawings
FIG. 1 is a schematic diagram of the overall splicing of a steel-wood composite wall body splicing structure of the invention;
figure 2 is a schematic perspective view of a wall stud according to the invention;
figure 3 is a top view of a wall stud according to the invention;
FIG. 4 is a schematic perspective view of a first plank wall according to the present invention;
FIG. 5 is a top view of a first plank wall body according to the present invention;
FIG. 6 is a left side view schematic of a second plank wall connection of the present invention;
FIG. 7 is a top plan view of a second plank wall connection of the present invention;
FIG. 8 is a right side view of a second plank wall connection of the present invention.
Detailed Description
Embodiments of the present invention will be described in detail with reference to fig. 1-8.
Example 1
As shown in fig. 1 to 8, a steel-wood combined wall body assembly structure of the present embodiment includes a wood board wall body 1 and a wall pile 2 connected thereto. As shown in figures 1 to 3, the wall stud 2 is formed of a central rectangular cylinder 21 and three sets of peripheral limbs 22 to form a T-shaped structure. Each set of limbs 22 is formed of two oppositely disposed limb plates 221 with dovetail slots 222 formed between the limb plates 221. The wall limb plates 221 are arranged along the wall limb 22 in a full length, the limb plate module group 23 is fixedly arranged on the outer side of the wall limb 22, the limb plate module group 23 is also composed of two oppositely arranged rectangular limb plate modules 231, and limb plate arc grooves 232 are correspondingly arranged on the rectangular limb plate modules 231. The arc grooves 232 of the two rectangular limb plates 231 are arranged opposite to each other for inserting and holding the round steel tube 3. The limb board module groups 23 are vertically spaced along the wall limb 22. A wall stud through hole 7 is also provided in the middle of the rectangular column 21 of the wall stud 2 for insertion of longitudinal bars, concrete pouring or insertion of vertical connecting steel pipes, as shown in figure 3.
As shown in fig. 1, the plank wall 1 is formed by splicing a first plank wall 11 and a second plank wall 12. As shown in fig. 4-5, the first plank wall 11 is formed from a vertical rivet plate 111, a first horizontal wall plate 112, and a wall plate connection module group 113 connected therebetween. The upper and lower mortise and tenon joints between the first horizontal wall plates 112. First horizontal wall plate 112 has first horizontal wall plate protrusions 1121 on one side and I-shaped dovetail grooves 1122 on the other side. The first horizontal wallboard protrusion 1121 is disposed opposite the vertical rivet plate 111, and the opposite faces are each provided with a wallboard circular arc recess 114. The wallboard connecting module group 113 is composed of two opposite rectangular wallboard connecting modules 1131, which are respectively and correspondingly arranged at two sides of the vertical riveting plate 111 and the first horizontal wallboard bulge 1121, and the rectangular wallboard connecting modules 1131 are also correspondingly provided with connecting module arc grooves 115. The plurality of wallboard connecting module sets 113 are vertically spaced apart.
As shown in fig. 1, the vertical riveting plates 111 are correspondingly inserted into the dovetail grooves 222 to form a first mortise-tenon connection. The limb board module group 23 and the rectangular wallboard connecting module 1131 are spliced together in a crossing way, and circular through holes 4 which are penetrated up and down are formed by splicing the limb board circular arc grooves 232, the connecting module circular arc grooves 115 and the wallboard circular arc grooves 114, and are used for inserting the circular steel pipes 3 to play a reinforcing role.
As shown in fig. 6-8, the second wooden wall 12 is formed by connecting upper and lower mortise and tenon joints of a plurality of layers of second horizontal wallboards 121. The second horizontal wall plate 121 is provided with an i-shaped tenon 1211 on one side and an i-shaped mortise 1122 on the other side. The first wood board wall 11 and the second wood board wall 12 and the second wood board walls 12 are connected through I-shaped tenons 1211 and I-shaped mortise 1122. Simultaneously, first plank wall body 11, second plank wall body 12 mortise and tenon joint position still are provided with surface connection recess 5 for set up vertical connecting plate 6 of logical length.
In this embodiment, the first wooden wall 11 and the second wooden wall 12 are respectively provided with a first horizontal wall 112 and a second horizontal wall 121 of 5 layers. The first wood wall 11 and the second wood wall 12 are provided with a heat insulation layer, a sound insulation layer, a flame retardant layer and a heat insulation layer. The rectangular limb board module 231 and the rectangular wallboard connecting module 1131 are small square modules with the side length of 200 mm. The diameter of the round steel pipe 3 is 133mm, and the thickness is 5mm. The mortise-tenon joints between the first horizontal wall plates 112 and between the second horizontal wall plates 121 are 20mm in width and 50mm in depth. The first and second horizontal wall panels 112, 121 of each layer are 1.5m long, 0.6m wide and 0.2m thick. The vertical connecting plate 6 is fixed on the first plank wall 11 and the second plank wall 12 through M24 bolts.
Example 2
In this embodiment the wall stud 2 is L-shaped and not shown, and the other mechanisms are constructed in the same way as in embodiment 1 and will not be described in detail here.
Example 3
In this embodiment the wall stud 2 is cross-shaped and not shown, and the other mechanisms are constructed in the same manner as in embodiment 1 and will not be described in detail here.
In view of the foregoing, it will be appreciated that in the embodiments of the invention described above, those skilled in the art will appreciate that the foregoing embodiments are illustrative and that the present invention is not to be construed as limited thereto, and that various changes, modifications, substitutions and alterations can be made without departing from the spirit and scope of the present invention.
Claims (7)
1. The utility model provides a structure is assembled to steel wood combination wall body, includes plank wall body (1) and wall buttress (2) connected with it, its characterized in that: the wall pile (2) is composed of a middle rectangular column body (21) and at least two groups of wall limbs (22) at the periphery; each group of the wall limbs (22) is composed of two oppositely arranged wall limb plates (221), and a dovetail groove (222) is formed between the wall limb plates (221); the wall limb plates (221) are arranged along the whole length of the wall limb (22), limb plate module groups (23) are fixedly arranged on the outer sides of the wall limb (22), each limb plate module group (23) is composed of two oppositely arranged rectangular limb plate modules (231), and limb plate arc grooves (232) are correspondingly formed in the rectangular limb plate modules (231); the limb plate arc grooves (232) on the two rectangular limb plate modules (231) are oppositely arranged and are used for inserting and holding the round steel tube (3); the limb plate module groups (23) are vertically arranged at intervals along the wall limbs (22);
the plank wall body (1) is formed by splicing a first plank wall body (11) and a second plank wall body (12);
the first wood board wall body (11) is composed of a vertical riveting plate (111), a first horizontal wallboard (112) and a wallboard connecting module group (113) connected between the vertical riveting plate and the first horizontal wallboard; the upper mortise and tenon joints and the lower mortise and tenon joints among the first horizontal wallboards (112) are connected;
one side of the first horizontal wallboard (112) is provided with a first horizontal wallboard bulge (1121), and the other side is provided with an I-shaped joggle groove (1122); the first horizontal wallboard bulge (1121) is arranged opposite to the vertical riveting plate (111), and wallboard arc grooves (114) are formed in opposite surfaces;
the wallboard connecting module group (113) is composed of two oppositely arranged rectangular wallboard connecting modules (1131), which are respectively and correspondingly arranged at two sides of the vertical riveting plate (111) and the first horizontal wallboard bulge (1121), and the rectangular wallboard connecting modules (1131) are also correspondingly provided with connecting module arc grooves (115);
the plurality of wallboard connecting module groups (113) are vertically arranged at intervals;
the vertical riveting plates (111) are correspondingly inserted into the dovetail grooves (222) to form first mortise-tenon connection; the limb plate module groups (23) and the rectangular wallboard connecting modules (1131) are spliced together in a crossing way, circular through holes (4) which are penetrated up and down integrally are spliced among the limb plate circular arc grooves (232), the connecting module circular arc grooves (115) and the wallboard circular arc grooves (114) and are used for inserting the round steel pipes (3) to play a reinforcing role;
the second wood board wall body (12) is formed by connecting upper and lower mortise and tenon joints of a plurality of layers of second horizontal wall boards (121); one side of the second horizontal wallboard (121) is provided with an I-shaped tenon (1211), and the other side of the second horizontal wallboard is also provided with the I-shaped tenon groove (1122);
the first wood board wall body (11) and the second wood board wall body (12) and the second wood board wall bodies (12) are connected through the I-shaped tenons (1211) and the I-shaped mortise (1122); meanwhile, the tenon-and-mortise connection parts of the first wood board wall body (11) and the second wood board wall body (12) are also provided with surface connection grooves (5) for arranging vertical connection plates (6) with through lengths;
wherein, a wall pile through hole (7) is also arranged in the middle of the rectangular column body (21) of the wall pile (2) and is used for inserting longitudinal ribs, pouring concrete or inserting vertical connecting steel pipes; the first wood board wall body (11) and the second wood board wall body (12) are respectively provided with 2-10 layers of first horizontal wall boards (112) and second horizontal wall boards (121); the first wood board wall body (11) and the second wood board wall body (12) are respectively provided with an insulation layer, a sound insulation layer, a flame retardant layer and a heat insulation layer.
2. The steel-wood composite wall body assembling structure according to claim 1, wherein: the wall pile (2) is L-shaped, T-shaped and cross-shaped.
3. The steel-wood composite wall body assembling structure according to claim 1, wherein: the rectangular limb plate module (231) and the rectangular wallboard connecting module (1131) are small square modules with the side length of 100mm-300 mm.
4. A steel-wood composite wall body assembling structure according to claim 3, wherein: the diameter of the round steel pipe (3) is 100-500mm, and the thickness is 3-10mm.
5. The steel-wood composite wall body assembling structure according to claim 4, wherein: the first horizontal wallboard (112) and the second horizontal wallboard (121) of each layer are 1-2m long, 0.2-1m wide and 0.1-0.5m thick.
6. The steel-wood composite wall body assembling structure according to claim 5, wherein: the mortise-tenon joint width between the first horizontal wallboards (112) and between the second horizontal wallboards (121) is 10-30mm, and the depth is 30-70mm.
7. The steel-wood composite wall body assembling structure according to claim 1, wherein: the vertical connecting plates (6) are fixed on the first wood board wall body (11) and the second wood board wall body (12) through M24 bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210151519.4A CN114412015B (en) | 2022-02-17 | 2022-02-17 | Steel-wood combined wall body assembling structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210151519.4A CN114412015B (en) | 2022-02-17 | 2022-02-17 | Steel-wood combined wall body assembling structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN114412015A CN114412015A (en) | 2022-04-29 |
| CN114412015B true CN114412015B (en) | 2024-03-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210151519.4A Active CN114412015B (en) | 2022-02-17 | 2022-02-17 | Steel-wood combined wall body assembling structure |
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| CN (1) | CN114412015B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108915082B (en) * | 2018-08-10 | 2023-09-12 | 北京建筑大学 | Friction type wooden energy dissipation and shock absorption device and wooden structure system with same |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109838031A (en) * | 2019-03-20 | 2019-06-04 | 青岛黄海学院 | It is a kind of can quick-assembling energy consumption filled-in panel |
| CN110306668A (en) * | 2019-06-28 | 2019-10-08 | 黎明钢构股份有限公司 | Assembled steel timber structure for wall column connection |
| KR102163271B1 (en) * | 2020-01-22 | 2020-10-08 | 박재홍 | The Method of Building by Using Masonry Wall Panel Modules with Wedge-Shape Joint Blocks and Frames |
| CN214658127U (en) * | 2021-01-06 | 2021-11-09 | 南京林业大学 | Assembled prestress steel-wood composite floor slab |
-
2022
- 2022-02-17 CN CN202210151519.4A patent/CN114412015B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109838031A (en) * | 2019-03-20 | 2019-06-04 | 青岛黄海学院 | It is a kind of can quick-assembling energy consumption filled-in panel |
| CN110306668A (en) * | 2019-06-28 | 2019-10-08 | 黎明钢构股份有限公司 | Assembled steel timber structure for wall column connection |
| KR102163271B1 (en) * | 2020-01-22 | 2020-10-08 | 박재홍 | The Method of Building by Using Masonry Wall Panel Modules with Wedge-Shape Joint Blocks and Frames |
| CN214658127U (en) * | 2021-01-06 | 2021-11-09 | 南京林业大学 | Assembled prestress steel-wood composite floor slab |
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| Publication number | Publication date |
|---|---|
| CN114412015A (en) | 2022-04-29 |
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