CN109296079A - A kind of assembled timber structure beam-column connection - Google Patents
A kind of assembled timber structure beam-column connection Download PDFInfo
- Publication number
- CN109296079A CN109296079A CN201811410958.2A CN201811410958A CN109296079A CN 109296079 A CN109296079 A CN 109296079A CN 201811410958 A CN201811410958 A CN 201811410958A CN 109296079 A CN109296079 A CN 109296079A
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- wooden
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- cylinder
- rectangular recess
- wooden frame
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 67
- 239000010959 steel Substances 0.000 claims abstract description 67
- 230000003601 intercostal effect Effects 0.000 claims abstract description 17
- 238000010276 construction Methods 0.000 claims abstract description 16
- 239000002023 wood Substances 0.000 claims abstract description 8
- 238000003780 insertion Methods 0.000 claims description 12
- 230000037431 insertion Effects 0.000 claims description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 230000002146 bilateral effect Effects 0.000 claims description 3
- 238000003032 molecular docking Methods 0.000 claims description 2
- 230000008901 benefit Effects 0.000 abstract description 4
- 239000007787 solid Substances 0.000 abstract description 3
- 238000011161 development Methods 0.000 abstract description 2
- 239000000463 material Substances 0.000 abstract description 2
- 239000004567 concrete Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 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
- 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
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2676—Connector nodes
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 belongs to technical field of buildings, more particularly to a kind of assembled timber structure beam-column connection.Including the wooden cylinder, wooden frame, steel plate, rectangular fin, L shape rib, rectangular recess, L connected in star, reserved steel bar hole, spiral, nut, empty slot between beam, rectangular preiection on beam, intercostal rectangular recess, the wooden Cylindrical symmetry is set to the upper of wooden frame, lower two sides middle position, rectangular fin is arranged in the wooden cylinder, rectangular recess, reserved steel bar hole, intercostal rectangular recess, and the rectangular fin of the wooden cylindrical base, rectangular recess, intercostal rectangular recess is alternately arranged, the wooden cylindrical cross-section be greater than wooden frame section part be entity and by wooden frame packet in the wooden cylinder, left and right sides wood cylindrical solid partial interior arranges rectangular recess, rectangular recess cooperation is docked with empty slot frame between beam, the invention has the advantages that easy for construction, speed of application is fast, convenient transportation, material lightweight, reduce cost, sound construction, reduce energy loss, adapt to assembled , integrated development.
Description
Technical field
The invention belongs to technical field of buildings, more particularly to a kind of assembled timber structure beam-column connection.
Background technique
Timber buildings are widely used all over the world, not only can single household, but also the apartment at the more families of multilayer can be formed
Building.Some low layer commercial buildings and public building, such as restaurant, school, church, shop and office building also use this structural body
System.
Compared with Reinforced Concrete & Brick Structure building, wooden frame structure have long service life, construction simple, short time limit,
The advantages that personalizable indoor design, heat insulation effect be good, good permeability, antidetonation, although building timber used in wooden frame structure
Material cost is higher than concrete and masonry building, but since construction personnel is few, short construction period, cost of labor is low, fits up
Expense is low, so the overall cost in house is high unlike concrete and masonry structure room.
It is well known that timber structure, which is built, mostly uses traditional mortise-tenon joint technology, mortise-tenon joint no doubt has many good qualities,
But in terms of modern industry angle, there are many more disadvantages for joinery and its construction.First is that because most of Tenon is difficult with automated machine
Equipment molding, it is big to achieve mechanization production difficulty；Second is that the timber skilled worker that most of Tenon production needs are skilled, and China
Present this kind of skilled worker is seldom, and which adds construction costs；Third is that Tenon overlap joint rigidity is lower, since timber is disconnected
The loss in face causes mechanical properties decrease at node, it is difficult to undertake large-scale timber structure connection；Fourth is that current timber structure is in beam column
Connection on there is also very big defects, so the wood structure building of low layer can only be built, high-rise wood structure building is also very
Hardly possible is realized.
Summary of the invention
In order to solve above-mentioned technical problem, the present invention provides a kind of assembled timber structure beam-to-column joint section
Point can mainly for developing a kind of good integrity, simple structure, safe and reliable assembled timber structure beam-column connection
Effective solution constructional difficulties, installation is complicated, construction is cumbersome, long construction period, be not connected firmly, the problems such as.
The technical solution adopted by the invention is as follows:
A kind of assembled timber structure beam-column connection, including the wooden cylinder, wooden frame, steel plate, rectangular fin, L shape rib, rectangular recess, L
Empty slot between connected in star, reserved steel bar hole, spiral, nut, beam, rectangular preiection, intercostal rectangular recess on beam, the wood circle
Column symmetry is set to the upper and lower two sides middle position of wooden frame, arranges rectangular fin, rectangular recess, reserved steel bar hole, rib in the wooden cylinder
Between rectangular recess, and rectangular fin, rectangular recess, the intercostal rectangular recess of the wooden cylindrical base are alternately arranged, and the wooden cylindrical cross-section is greater than
For entity and by wooden frame packet in the wooden cylinder, left and right sides wood cylindrical solid partial interior arranges that rectangle is recessed for the part in wooden frame section
Slot, rectangular recess cooperation are docked with empty slot frame between beam, rectangular recess disposed inboard two rectangular fin, arrange rib between rectangular fin
Between rectangular recess, in order to the connection of upper and lower wooden cylinder and steel plate, and after the rectangular fin cooperation steel plate connection of the upper and lower two wooden cylinders
Total volume be equal to beam between empty slot volume, in order to a kind of assembled timber structure beam-column connection connection fit together perfectly, most
The insertion of matching thread reinforcing bar afterwards, is tightened through nut；L shape rib, L connected in star, reserved steel bar hole, Liang Shang are arranged in the wooden frame
Rectangular preiection, on beam by rectangular preiection setting L connected in star to dock the L shape rib on another wooden frame, and the L shape on wooden frame
Reserved steel bar hole, and rectangular preiection and L on corresponding another wooden frame are arranged on the lateral edge of a wing of rib and vertical web
Also arrange reserved steel bar hole on the corresponding L connected in star of shape rib, so as to spiral insertion to by the wooden cylinder, wooden frame, steel plate
It is linked as entirety；Two wooden frames overlap joint connection after in middle position formed a beam between empty slot, in order to the insertion of the wooden cylinder and steel plate
It connects, the frame portion of empty slot is correspondingly embedded in two rectangular recess on the wooden cylinder between beam, and two rectangular fins on the wooden cylinder are matched
Empty slot between conjunction steel plate built-in beam, and encased on the outside of wooden frame by the wooden cylindrical solid part；The wooden cylinder, wooden frame, arrangement is pre- in steel plate
Hole location is just corresponding after staying reinforced hole and connecting, and reserved steel bar hole is located at the kernel of section of the rectangular fin in the wooden cylinder, and
Two sides, the area of steel plate are equal to the face after the rectangular fin docking in the upper and lower two wooden cylinders to the two wooden Cylindrical symmetry arrangements up and down with wooden frame
The sum of product, and two reserved steel bar holes on steel plate are located at steel plate two rectangular centres up and down；The connection of two adjacent wooden frames is
It overlaps, L shape rib, L connected in star on wooden frame, the corresponding construction of rectangular preiection and another wooden frame, which is embedded in, on beam connects, and connects latter two
The reserved steel bar hole of wooden frame bilateral arrangement can correspond to each other and the fixation of matching thread reinforcing bar insertion and nut, increases whole
Body stability.
Further, the diameter of section of the wooden cylinder is 600mm, the rectangular section of the wooden frame having a size of
400mm*600mm。
Further, the lateral width of bottom rectangle rib of the round log column be 70mm, sectional dimension 200mm*300mm,
The rectangular recess lateral width of two rectangular fin two sides is 100mm, and the intercostal rectangular recess lateral width between two rectangular fins is
60mm, sectional dimension are consistent with rectangular fin.
Further, the lateral width of the steel plate is 60mm, sectional dimension 200mm*600mm.
The invention has the benefit that
The advantages of the present invention are a kind of assembled timber structure beam-column connection good integrity, simple structure, peace
It is complete reliable, it can be effectively solved that constructional difficulties, installation is complicated, construction is cumbersome, long construction period, is not connected firmly, stability
The problems such as not high, cumbersome problem of especially constructing, the maximum feature of the present invention is secured after being exactly easy to connect and connection, applies
Work is convenient, speed of application is fast, convenient transportation, short construction period, connective stability are high, greatly improves construction efficiency, reduce cost,
Energy loss is reduced, assembled, integrated development are adapted to.
Detailed description of the invention
Fig. 1 is a kind of assembled timber structure beam-column connection elevational schematic view.
Fig. 2 is single wooden frame top view.
Fig. 3 is the top view after two wooden frame connections.
Fig. 4 is the elevational schematic view of wooden frame.
Fig. 5 is the schematic cross-section of the wooden cylinder.
Fig. 6 is the perspective view that the wooden cylinder is connect with steel plate.
Fig. 7 is the elevation that the wooden cylinder is connect with steel plate.
Fig. 8 is the side view that the wooden cylinder is connect with steel plate.
In figure, 1 is round log column；2 be wooden frame；3 be steel plate；4 be rectangular fin；5 be L shape rib；6 be rectangular recess；7 be L shape
Groove；8 be reserved steel bar hole；9 be spiral；10 be nut；11 between beam empty slot；Rectangle 13 is that intercostal rectangle is recessed on 12 beams
Slot.
Specific embodiment
In order to further illustrate the present invention, the present invention is described in detail with reference to the accompanying drawings and embodiments, but not
They can be interpreted as limiting the scope of the present invention.
Embodiment 1: as shown in Fig. 1-8, a kind of assembled timber structure beam-column connection, including the wooden cylinder 1, wooden frame 2,
Empty slot between steel plate 3, rectangular fin 4, L shape rib 5, rectangular recess 6, L connected in star 7, reserved steel bar hole 8, spiral 9, nut 10, beam
11, rectangular preiection 12, intercostal rectangular recess 13 on beam, the wooden cylinder 1 are symmetrically disposed among the upper and lower two sides of wooden frame 2
Position arranges rectangular fin 4, rectangular recess 6, reserved steel bar hole 8, intercostal rectangular recess 13, and 1 bottom of the wooden cylinder in the wooden cylinder 1
Rectangular fin 4, rectangular recess 6, intercostal rectangular recess 13 be alternately arranged, the part that wooden 1 section of cylinder is greater than 2 section of wooden frame is real
Body and by the packet of wooden frame 2 in the wooden cylinder 1, arrange that rectangular recess 6, rectangular recess 6 are matched inside left and right sides wood cylinder 1 entity part
It closes and is docked with 11 frame of empty slot between beam, 6 disposed inboard of rectangular recess two rectangular fin 4, arrangement intercostal rectangle is recessed between rectangular fin 4
Slot 13, after cooperating steel plate 3 to connect in order to the rectangular fin 4 of the connection of upper and lower wooden cylinder 1 and steel plate 3, and the upper and lower two wooden cylinders 1
Total volume is equal to the volume of empty slot 11 between beam, in order to which a kind of connection of assembled timber structure beam-column connection fits together perfectly, most
The insertion of matching thread reinforcing bar 9 afterwards is tightened by nut 10；L shape rib 5, L connected in star 7, reserved steel are arranged in the wooden frame 2
Rectangular preiection 12 on muscle hole 8, beam, setting L connected in star 7 docks the L shape rib 5 on another wooden frame 2 by rectangular preiection 12 on beam, and
Reserved steel bar hole 8, and corresponding another wooden frame are arranged on the lateral edge of a wing of the L shape rib 5 on wooden frame 2 and vertical web
Reserved steel bar hole 8 is also arranged on rectangular preiection 12 and the corresponding L connected in star 7 of L shape rib 5 on 2, so as to the insertion of spiral 9
To which the wooden cylinder 1, wooden frame 2, steel plate 3 are linked as entirety；As formed one in middle position after two wooden frames 2 overlap joint connection in Fig. 3
Empty slot 11 between beam, in order to which the wooden cylinder 1 is connected with the insertion of steel plate 3, the frame portion of empty slot 11 is correspondingly embedded in the wooden cylinder 1 between beam
On two rectangular recess 6, empty slot 11 between two rectangular fins 4 cooperation 3 built-in beam of steel plate on the wooden cylinder 1, and 2 outside quilt of wooden frame
Wooden 1 entity part of cylinder encases；The wooden cylinder 1, wooden frame 2, arrange reserved steel bar hole 8 in steel plate 3 and connect after hole location just phase
Corresponding, reserved steel bar hole 8 is located at the kernel of section of the rectangular fin 4 in the wooden cylinder 1, and the two wooden cylinders 1 are arranged symmetrically and wooden frame 2
Upper and lower two sides, the area of steel plate 3 are equal to the sum of area after the rectangular fin 4 in the upper and lower two wooden cylinders 1 docks, and on steel plate 3
Two reserved steel bar holes 8 are located at about 3 two rectangular centre of steel plate；The connection of two adjacent wooden frames 2 is overlap joint, L shape on wooden frame 2
Rib 5, L connected in star 7, the corresponding construction of rectangular preiection 12 and another wooden frame 2, which is embedded in, on beam connects, and connects latter two wooden frame bilateral cloth
The reserved steel bar hole 8 set can correspond to each other and the fixation of matching thread reinforcing bar 9 insertion and nut 10, increases monolithic stability
Property.
The diameter of section of the wooden cylinder 1 is 600mm, and the rectangular section of the wooden frame 2 is having a size of 400mm*
600mm；4 side of bottom rectangle rib of round log column 1 to width be 70mm, sectional dimension 200mm*300mm, two rectangular fins, 4 two sides
6 lateral width of rectangular recess is 100mm, and 13 lateral width of intercostal rectangular recess between two rectangular fins 4 is 60mm, sectional dimension
It is consistent with rectangular fin 4；The lateral width of steel plate 3 is 60mm, sectional dimension 200mm*600mm.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications are also answered
It is considered as protection scope of the present invention.
Claims (4)
1. a kind of assembled timber structure beam-column connection, including the wooden cylinder (1), wooden frame (2), steel plate (3), rectangular fin (4), L
Empty slot between shape rib (5), rectangular recess (6), L connected in star (7), reserved steel bar hole (8), spiral (9), nut (10), beam
(11), rectangular preiection (12), intercostal rectangular recess (13) on beam；It is characterized by:
The wooden cylinder (1) is symmetrically disposed on the upper and lower two sides middle position of wooden frame (2), arranges rectangular fin in the wooden cylinder (1)
(4), rectangular recess (6), reserved steel bar hole (8), intercostal rectangular recess (13), and the rectangular fin (4), square of wooden cylinder (1) bottom
Connected in star (6), intercostal rectangular recess (13) are alternately arranged, wooden cylinder (1) section be greater than wooden frame (2) section part be entity and
By wooden frame (2) packet in the wooden cylinder (1), rectangular recess (6) are arranged inside the left and right sides wood cylinder (1) entity part, rectangle is recessed
Slot (6) cooperates to be docked with (11) frame of empty slot between beam, rectangular recess (6) disposed inboard two rectangular fin (4), rectangular fin (4) it
Between arrange intercostal rectangular recess (13), in order to the connection (being specifically shown in Fig. 8) of upper and lower wood cylinder (1) and steel plate (3), and upper and lower two
Total volume after rectangular fin (4) cooperation steel plate (3) connection of the wooden cylinder (1) is equal to the volume of empty slot (11) between beam, in order to one
Kind assembled timber structure beam-column connection connection fits together perfectly, the insertion of last matching thread reinforcing bar (9), by nut (10)
It tightens；Arrangement L shape rib (5) in the wooden frame (2), L connected in star (7), reserved steel bar hole (8), rectangular preiection (12) on beam, beam
L connected in star (7) are set to dock the L shape rib (5) on another wooden frame (2), and on wooden frame (2) by upper rectangular preiection (12)
L shape rib (5) the lateral edge of a wing and vertical web on arrange reserved steel bar hole (8), and on corresponding another wooden frame (2)
Rectangular preiection (12) and the corresponding L connected in star (7) of L shape rib (5) on also arrange reserved steel bar hole (8), so as to spiral (9)
Insertion to which the wooden cylinder (1), wooden frame (2), steel plate (3) be linked as entirety；As in Fig. 3 two wooden frames (2) overlap joint connection after in
Between position formed a beam between empty slot (11), in order to which the wooden cylinder (1) is connected with the insertion of steel plate (3), empty slot (11) between beam
Frame portion is correspondingly embedded in two rectangular recess (6) on the wooden cylinder (1), and two rectangular fins (4) on the wooden cylinder (1) cooperate steel
Empty slot (11) between plate (3) built-in beam, and encased on the outside of wooden frame (2) by the wooden cylinder (1) entity part；The wooden cylinder (1), wooden frame (2),
Hole location is just corresponding after arranging reserved steel bar hole (8) in steel plate (3) and connecting, and reserved steel bar hole (8) are located at the wooden cylinder (1)
In rectangular fin (4) kernel of section at, and the two wooden cylinders (1) are arranged symmetrically and wooden frame (2) two sides up and down, the face of steel plate (3)
Product is equal to the sum of the area after rectangular fin (4) docking in the upper and lower two wooden cylinders (1), and two reserved steel bars on steel plate (3)
Hole (8) is located at steel plate (3) two rectangular centre up and down；The connection of two adjacent wooden frames (2) is overlap joint, L shape rib on wooden frame (2)
(5), L connected in star (7), rectangular preiection (12) and the corresponding construction of another wooden frame (2), which are embedded in, on beam connects, and connects latter two wooden frame
The reserved steel bar hole (8) of bilateral arrangement can correspond to each other and the fixation of matching thread reinforcing bar (9) insertion and nut (10), increases
Overall stability is added.
2. a kind of assembled timber structure beam-column connection according to claim 1, it is characterised in that: the wooden cylinder
(1) diameter of section is 600mm, and the rectangular section of the wooden frame (2) is having a size of 400mm*600mm.
3. a kind of assembled timber structure beam-column connection according to claim 1, it is characterised in that: the round log column
(1) the lateral width of bottom rectangle rib (4) is 70mm, sectional dimension 200mm*300mm, and the rectangle of two rectangular fins (4) two sides is recessed
Slot (6) lateral width is 100mm, and intercostal rectangular recess (13) lateral width between two rectangular fins (4) is 60mm, sectional dimension
It is consistent with rectangular fin (4).
4. a kind of assembled timber structure beam-column connection according to claim 1, it is characterised in that: the steel plate
(3) lateral width is 60mm, sectional dimension 200mm*600mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811410958.2A CN109296079B (en) | 2018-11-24 | 2018-11-24 | Assembled wood structure beam column connected node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811410958.2A CN109296079B (en) | 2018-11-24 | 2018-11-24 | Assembled wood structure beam column connected node |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109296079A true CN109296079A (en) | 2019-02-01 |
| CN109296079B CN109296079B (en) | 2024-04-16 |
Family
ID=65143897
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811410958.2A Active CN109296079B (en) | 2018-11-24 | 2018-11-24 | Assembled wood structure beam column connected node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109296079B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109811904A (en) * | 2019-03-07 | 2019-05-28 | 河北建筑工程学院 | A kind of the Tenon node structure and its construction method of wooden frame and concrete column |
| WO2020173093A1 (en) * | 2019-02-27 | 2020-09-03 | 青岛理工大学 | Fabricated steel-wood combined joint |
| CN114809324A (en) * | 2022-06-08 | 2022-07-29 | 江苏科技大学 | Assembled steel wood integrated configuration |
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| CN108867886A (en) * | 2017-05-16 | 2018-11-23 | 吴方华 | Bolt reinforcing bar bolt prefabrication and assembly construction timber structure beam column interior joint |
| CN209369039U (en) * | 2018-11-24 | 2019-09-10 | 沈阳建筑大学 | A kind of assembled timber structure beam-column connection |
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| CN104533014A (en) * | 2014-12-24 | 2015-04-22 | 南京工业大学 | Concealed prestressed wood beam |
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| CN206554274U (en) * | 2017-01-09 | 2017-10-13 | 扬州工业职业技术学院 | Novel fabricated timber buildings cross steel plate connecting node |
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| WO2020173093A1 (en) * | 2019-02-27 | 2020-09-03 | 青岛理工大学 | Fabricated steel-wood combined joint |
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| CN114809324A (en) * | 2022-06-08 | 2022-07-29 | 江苏科技大学 | Assembled steel wood integrated configuration |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109296079B (en) | 2024-04-16 |
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