CN110173047A - Assembled timber structure beam-column connection - Google Patents
Assembled timber structure beam-column connection Download PDFInfo
- Publication number
- CN110173047A CN110173047A CN201910516676.9A CN201910516676A CN110173047A CN 110173047 A CN110173047 A CN 110173047A CN 201910516676 A CN201910516676 A CN 201910516676A CN 110173047 A CN110173047 A CN 110173047A
- Authority
- CN
- China
- Prior art keywords
- reserved
- column
- steel plate
- wooden frame
- round log
- 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.)
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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
- 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
- E04B2001/2652—Details of nailing, screwing, or bolting
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- 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 present invention relates to a kind of timber structure beam-column connections, belong to technical field of buildings.A kind of assembled timber structure beam-column connection, including side entity, intercostal steel tank, reserved T-type rib, steel plate docking groove, hollow rectangle cavity, T-steel plate, high-strength bolt, prepared screw-bolt hole outside round log column, wooden frame, reserved rectangular fin, column, the wooden frame both ends are disposed with reserved T-type rib in upper and lower two edges respectively, the width of two reserved T-type ribs adds up to the width of wooden frame, after two reserved T-type rib docking on two adjacent wooden frames, two wooden frames carry out agreeing with splicing；The advantages of the present invention are fast easy for construction, speed of applications, convenient transportation, shorten the period is short, connective stability is high etc., greatly improve construction efficiency, internal steel plate is reinforced and has been improved to overall structure, rib on pin can be corresponding with structure and have carried out reinforcing connection by high-strength bolt, increases the overall stability of structure.
Description
Technical field
The invention belongs to technical field of buildings, more particularly to 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 novel fabricated timber structure beam-to-column joint section
Point can be effectively solved and apply mainly for developing a kind of good integrity, simple structure, safe and reliable node connection type
Work is difficult, installation is complicated, construction is cumbersome, long construction period, is not connected firmly, the problems such as stability is not high, especially constructs numerous
Trivial problem, the maximum feature of the present invention is secured after being exactly easy to connect and connection, relative to inconvenient and construction period of constructing
The problems such as long, the present invention can efficiently solve this problem.
The technical solution adopted by the invention is as follows:
Side entity, intercostal steel outside a kind of assembled timber structure beam-column connection, including round log column, wooden frame, reserved rectangular fin, column
Board slot, reserved T-type rib, steel plate docking groove, hollow rectangle cavity, T-steel plate, high-strength bolt, prepared screw-bolt hole, the wooden frame
Both ends are disposed with reserved T-type rib in upper and lower two edges respectively, and the width of two reserved T-type ribs adds up to the width of wooden frame, adjacent
Two wooden frames on two reserved T-type ribs docking after, two wooden frames carry out agreeing with splicing；The wooden frame both ends end is placed in the middle
It is disposed with steel plate docking groove, after adjacent two wooden frames docking splicing, the web docking of two reserved T-type ribs, the wing of T-steel plate
Edge is tightly attached to each arrangement one in left and right at the web docking of two reserved T-type ribs, and T-steel plate web end is inserted into wooden frame both ends and is occupied
Inside the steel plate docking groove of middle arrangement, two reserved T-type rib two sides are respectively formed two hollow rectangle cavities by two T-steel plates,
It is disposed with corresponding prepared screw-bolt hole on the edge of a wing of T-steel plate and the web of reserved T-type rib simultaneously, and is connected with high-strength bolt
It connects；The round log column upper and lower ends have been centrally arranged symmetrical four reserved rectangular fins, and the size of reserved rectangular fin corresponds to
Hollow rectangle cavity, four hollow rectangle cavities between four reserved rectangular fins and adjacent wooden frame are connected, circle
There are two side entities outside column for arrangement on the outside of four reserved rectangular fin both sides on pin, and wooden frame is arranged between round log column up and down
Inside, intercostal steel tank is disposed on the round log column between four reserved rectangular fins, and size corresponds to T-steel plate and is used for
It can be connected between round log column, wooden frame；On the round log column on the outside of the column of two sides physically, on T-steel plate web, it is reserved
It is all disposed with the corresponding prepared screw-bolt hole in position on the edge of a wing of T-type rib, and is attached with high-strength bolt.
Further, described two reserved T-type rib epiplastron length are added the length for being equal to the T-steel plate edge of a wing, T-steel
The web length of plate caters to the hollow parts and steel plate docking groove between two reserved T-type ribs.
Further, width is wooden frame width, round log column, wooden frame between the outer side entity of the column of two sides on the round log column
Between be connected.
Beneficial effects of the present invention:
The advantages of the present invention are fast easy for construction, speed of application, convenient transportation, shorten that the period is short, stable connection
Property height etc., greatly improves construction efficiency, and internal steel plate is reinforced and improved to overall structure, and the rib on pin can be with
Structure is corresponding and has carried out reinforcing connection by high-strength bolt, increases the overall stability of structure.
Detailed description of the invention
Fig. 1 is round log column, wooden frame connection main view.
Fig. 2 is round log column, wooden frame connection side view.
Fig. 3 is that adjacent wooden frame connects top view.
Fig. 4 is single wooden frame overlooking structure diagram.
Fig. 5 is round log column, top view at wooden frame connecting node.
Fig. 6 is structure top view at round log Column border node.
Fig. 7 is round log column main view.
Fig. 8 is round log column side view.
Fig. 9 is T-steel plate three dimensional structure diagram.
In figure: 1 being round log column, 2 be wooden frame, 3 be reserved rectangular fin, 4 be the outer side entity of column, 5 be intercostal steel tank, 6 be
Reserved T-type rib, 7 be steel plate docking groove, 8 be hollow rectangle cavity, 9 be T-steel plate, 10 be high-strength bolt, 11 be to reserve bolt
Hole.
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 figs 1-9, a kind of assembled timber structure beam-column connection, including it is round log column 1, wooden frame 2, pre-
Stay the outer side entity 4 of rectangular fin 3, column, intercostal steel tank 5, reserved T-type rib 6, steel plate docking groove 7, hollow rectangle cavity 8, T-steel
Plate 9, high-strength bolt 10, prepared screw-bolt hole 11, it is characterised in that: 2 both ends of wooden frame are disposed in upper and lower two edges respectively
Reserved T-type rib 6, the width of two reserved T-type ribs 6 add up to the width of wooden frame 2, two reserved T on two adjacent wooden frames 2
After type rib 6 docks, two wooden frames 2 carry out agreeing with splicing；The 2 both ends end of wooden frame has been centrally arranged steel plate docking groove 7, phase
After adjacent two wooden frames 2 docking splicing, the web docking of two reserved T-type ribs 6, the edge of a wing of T-steel plate 9 is tightly attached to two and reserves
Each arrangement one in left and right at the web docking of T-type rib 6, the steel plate that 9 web end of T-steel plate insertion 2 both ends of wooden frame are centrally arranged
Inside docking groove 7, two reserved 6 two sides of T-type rib are respectively formed two hollow rectangle cavities 8, while T-steel by two T-steel plates 9
It is disposed with corresponding prepared screw-bolt hole 11 on the web of the edge of a wing of plate 9 and reserved T-type rib 6, and is attached with high-strength bolt 10；
1 upper and lower ends of round log column have been centrally arranged symmetrical four reserved rectangular fins 3, and the size of reserved rectangular fin 3 corresponds to
Hollow rectangle cavity 8, four hollow rectangle cavities 8 between four reserved rectangular fins 3 and adjacent wooden frame 2 carry out agreeing with company
It connects, there are two side entities 4 outside column for arrangement on the outside of four reserved 3 both sides of rectangular fin on round log column 1, and wooden frame 2 is arranged in up and down
It is internal between round log column 1, intercostal steel tank 5, size pair are disposed between four reserved rectangular fins 3 on the round log column 1
It should be in T-steel plate 9 for that can be connected between round log column 1, wooden frame 2；The outer side entity 4 of the column of two sides on the round log column 1
It is upper, on 9 web of T-steel plate, be all disposed with the corresponding prepared screw-bolt hole 11 in position on the edge of a wing of reserved T-type rib 6, and with high-strength
Bolt 10 is attached.The reserved 6 epiplastron length of T-type rib of described two is added the length for being equal to 9 edge of a wing of T-steel plate, T-steel
The web length of plate 9 caters to the hollow parts and steel plate docking groove 7 between two reserved T-type ribs 6.
Width is 2 width of wooden frame between the outer side entity 4 of the column of two sides on the round log column 1, between round log column 1, wooden frame 2
It is connected.
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 (3)
1. a kind of assembled timber structure beam-column connection, including round log column (1), wooden frame (2), reserved rectangular fin (3), column outside
Entity (4), intercostal steel tank (5), reserved T-type rib (6), steel plate docking groove (7), hollow rectangle empty (8), T-steel plate (9),
High-strength bolt (10), prepared screw-bolt hole (11), it is characterised in that: described wooden frame (2) both ends are arranged in upper and lower two edges respectively
There is a reserved T-type rib (6), the width of two reserved T-type ribs (6) adds up to the width of wooden frame (2), on two adjacent wooden frames (2)
Two reserved T-type ribs (6) docking after, two wooden frames (2) carry out agreeing with splicing；Wooden frame (2) the both ends end cloth placed in the middle
It is equipped with steel plate docking groove (7), after adjacent two wooden frames (2) docking splicing, the web docking of two reserved T-type ribs (6), T-type
The edge of a wing of steel plate (9) is tightly attached to each arrangement one in left and right at the web docking of two reserved T-type ribs (6), T-steel plate (9) web
The steel plate docking groove (7) that is centrally arranged of end insertion wooden frame (2) both ends is internal, and two T-steel plates (9) are by two reserved T-type ribs
(6) two sides respectively form two hollow rectangle cavities (8), while cloth on the web of the edge of a wing of T-steel plate (9) and reserved T-type rib (6)
It is equipped with corresponding prepared screw-bolt hole (11), and is attached with high-strength bolt (10)；Described round log column (1) upper and lower ends are placed in the middle
Symmetrical four reserved rectangular fins (3) are disposed with, the size for reserving rectangular fin (3) corresponds to hollow rectangle cavity (8), and four pre-
Stay four hollow rectangle cavities (8) between rectangular fin (3) and adjacent wooden frame (2) to be connected, on round log column (1)
There are two the outer side entities (4) of column for arrangement on the outside of four reserved rectangular fin (3) both sides, and wooden frame (2) is arranged in round log column (1) up and down
Between it is internal, be disposed with intercostal steel tank (5) between four reserved rectangular fins (3) on the round log column (1), size is corresponding
It can be connected between (2) in T-steel plate (9) for round log column (1), wooden frame；On the round log column (1) on the outside of the column of two sides
The corresponding prepared screw-bolt hole in position is all disposed on entity (4), on T-steel plate (9) web, on the edge of a wing of reserved T-type rib (6)
(11), it and with high-strength bolt (10) is attached.
2. assembled timber structure beam-column connection according to claim 1, it is characterised in that: two reserved T
Type rib (6) epiplastron length is added the length for being equal to T-steel plate (9) edge of a wing, and the web length of T-steel plate (9) caters to two
Hollow parts and steel plate docking groove (7) between reserved T-type rib (6).
3. assembled timber structure beam-column connection according to claim 1, it is characterised in that: the round log column (1)
Width is wooden frame (2) width between the outer side entity (4) of the column of upper two sides, and round log column (1), wooden frame are connected between (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910516676.9A CN110173047A (en) | 2019-06-14 | 2019-06-14 | Assembled timber structure beam-column connection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910516676.9A CN110173047A (en) | 2019-06-14 | 2019-06-14 | Assembled timber structure beam-column connection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110173047A true CN110173047A (en) | 2019-08-27 |
Family
ID=67698234
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910516676.9A Withdrawn CN110173047A (en) | 2019-06-14 | 2019-06-14 | Assembled timber structure beam-column connection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110173047A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113323149A (en) * | 2021-06-28 | 2021-08-31 | 同济大学建筑设计研究院(集团)有限公司 | Laminated wood prestressed casing bolt joint and construction method thereof |
| CN114908900A (en) * | 2022-03-31 | 2022-08-16 | 西安建筑科技大学 | Swing laminated wood frame-rammed earth wall mixed wall and construction process |
| CN116180983A (en) * | 2023-02-09 | 2023-05-30 | 中建八局西北建设有限公司 | Large-scale laminated wood structure and construction method of super-large-section laminated wood beam |
-
2019
- 2019-06-14 CN CN201910516676.9A patent/CN110173047A/en not_active Withdrawn
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113323149A (en) * | 2021-06-28 | 2021-08-31 | 同济大学建筑设计研究院(集团)有限公司 | Laminated wood prestressed casing bolt joint and construction method thereof |
| CN114908900A (en) * | 2022-03-31 | 2022-08-16 | 西安建筑科技大学 | Swing laminated wood frame-rammed earth wall mixed wall and construction process |
| CN116180983A (en) * | 2023-02-09 | 2023-05-30 | 中建八局西北建设有限公司 | Large-scale laminated wood structure and construction method of super-large-section laminated wood beam |
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| 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 | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20190827 |