CN205663029U - Connection structure of wood frame post among many high-rise timber structures - Google Patents
Connection structure of wood frame post among many high-rise timber structures Download PDFInfo
- Publication number
- CN205663029U CN205663029U CN201620223964.7U CN201620223964U CN205663029U CN 205663029 U CN205663029 U CN 205663029U CN 201620223964 U CN201620223964 U CN 201620223964U CN 205663029 U CN205663029 U CN 205663029U
- Authority
- CN
- China
- Prior art keywords
- prop
- embedded steel
- bolt
- post
- pin
- 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.)
- Expired - Fee Related
Links
- 239000002023 wood Substances 0.000 title description 2
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 29
- 239000010959 steel Substances 0.000 claims abstract description 29
- 238000003466 welding Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 7
- 239000000725 suspension Substances 0.000 description 3
- 238000007596 consolidation process Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 1
- 244000046052 Phaseolus vulgaris Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000007786 learning performance Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000003801 milling Methods 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a connection structure of wooden frame post among many high-rise timber structures, including post, prefabricated recess, embedded steel connecting piece, bolt hole and bolt, the post is divided into upper prop and lower prop, and the connected node of upper prop and lower prop is located the half layer eminence of two upper and lower adjacent layers, and the prefabricated recess of the same size and the degree of depth is all seted up to two concatenation cross-sections of upper prop and lower prop, installs embedded steel connecting piece in the prefabricated recess, all is equipped with the bolt hole on the outer wall of prefabricated recess and the embedded steel connecting piece, the bolt passes above-mentioned bolt hole and screws up, makes upper prop and lower prop connect into an integral long post. The utility model discloses a short column is as post connected node at adjacent layer half layer eminence, splices into required height with the short column, nevertheless can not reduce post intensity and wholeness ability because of the concatenation, and the post can be produced in the mill and assembled also can be assembled on the spot. The utility model provides high efficiency of construction, the feasibility is strong, can be applied to in the actual engineering well.
Description
Technical field
This utility model relates to architectural engineering new structure, specifically refers to the company of a kind of many high-rise timber structure frame column nodes
Access node structure.
Background technology
At present timber buildings mostly is the low-rise building of layer 2-3, along with population increase, construction land gradually decreasing with
And the expansion of timber structure range of application, many high-rise timber buildings are increasingly becoming Hot spots for development.Many high-rise timber buildings are relative
For traditional version, the component of each several part can be used to be prefabricated in the factory the form of construction work of on-site consolidation, can be faster
Speed, efficiently, be conveniently accomplished the construction and installation in house.The timber buildings built has green comfortable, low-carbon environment-friendly
Premium properties, can ensure comfortableness and safety that people live, particularly significant and necessary.
The research currently connected about wooden frame trestle open position and node in many high-rise timber structures is less, existing framework
Joint form, makes loaded down with trivial details, and pin spelling link position is many at suspension column, and at suspension column, multiple component nodes are connected to form the spiral shell of convergence
Bolt group, and the moment of flexure at suspension column is maximum, is unfavorable for node lateral resistance under horizontal loading here as junction point, many
High-rise timber structure is built in work progress, splicing difficulty, and construction complexity, production efficiency is low.
Utility model content
The purpose of this utility model is for building the problem that many high-rise timber structure construction technologies exist, it is provided that Yi Zhongduo
Wooden frame Column border node attachment structure in high-rise timber structure.
The technical solution adopted in the utility model is: the attachment structure of wooden frame trestle in a kind of many high-rise timber structures, including
Pin, prefabricated groove, embedded steel fastener, bolt hole and bolt, described pin is divided into upper prop and lower prop, upper prop and lower prop
Connection node is positioned at two splicing cross sections of the half storey eminence of upper and lower two adjacent layers, upper prop and lower prop and all offers identical chi
The very little prefabricated groove with the degree of depth, is provided with embedded steel fastener in prefabricated groove, the outer wall of prefabricated groove and embedded steel are even
Being equipped with bolt hole on fitting, described bolt is through above-mentioned bolt hole and tightens, and makes upper prop and lower prop connect into an entirety long
Pin.
As preferably, described embedded steel fastener is welding " H " type component, embedded steel fastener web and edge of a wing institute
Being (1/20～3/40) × h with steel plate thickness, the height of embedded steel fastener web and flange width are all (0.7～0.8)
× h, wherein h is the length of side of described pin cross section.Embedded steel fastener gos deep into the pin degree of depth for (1.5～2) × h, wherein h
The length of side for described pin cross section.
As preferably, described bolt uses high-strength bolt, and quantity is six, is divided into three row two row to be arranged in parallel.
The node location of the upper and lower pin of this utility model pin is half layer (the neighbouring recurvation of upper and lower two adjacent layers
Point) place, under horizontal loads, moment of flexure is zero or is approximately zero herein so that the disconnection of the pin overall stress to structure
Impact can be minimized, meanwhile, avoid the intensive Bolt at bean column node, it is possible to make because hole crosses multipair wooden frame post power
The weakening learning performance significantly reduces.
Beneficial effect: pin length is excessive in many high-rise timber structure examples cannot be integrally formed structure for this utility model
When part or single long pin processing cost are too high, short column can be used as wood column connected node in adjacent layer half storey eminence, will
Short column is spliced into required height, but will not reduce pin intensity and overall performance because of splicing, and pin can enter in factory
Row produces assembly also can on-site consolidation.This utility model improves efficiency of construction, and feasibility is strong, can be advantageously applied to actual work
Cheng Zhong.
Accompanying drawing explanation
Fig. 1 is this utility model attachment structure schematic diagram；
Fig. 2 is the side view of Fig. 1；
Fig. 3 is the decomposing schematic representation of this utility model attachment structure.
Detailed description of the invention
With detailed description of the invention, this utility model is further described below in conjunction with the accompanying drawings.
As Figure 1-3: the attachment structure of wooden frame trestle in a kind of many high-rise timber structures, including pin, prefabricated groove 10,
Embedded steel fastener 8, bolt hole 9 and bolt 7, described pin is divided into upper prop 2 and lower prop 3, upper prop 2 and the connecting joint of lower prop 3
Point be positioned at two splicing cross sections of the half storey eminence of upper and lower two adjacent layers, upper prop 2 and lower prop 3 all offer same size and
The prefabricated groove 10 of the degree of depth, is provided with embedded steel fastener 8 in prefabricated groove 10, the outer wall of prefabricated groove 10 and embedded steel
Being equipped with bolt hole 9 on connector 8, described bolt 7 through above-mentioned bolt hole 9 and is tightened, and makes upper prop 2 and lower prop 3 connect into one
The long pin of individual entirety.Described embedded steel fastener 8 is welding " H " type component, used by embedded steel fastener 8 web and the edge of a wing
Steel plate thickness is (1/20～3/40) × h, the height of embedded steel fastener 8 web and flange width be all (0.7～0.8) ×
H, wherein h is the length of side of described pin cross section.Embedded steel fastener 8 gos deep into the pin degree of depth for (1.5～2) × h, wherein h
The length of side for described pin cross section.
In figure, wooden frame 1, wooden frame 24, wooden frame 35, wooden frame 46 be four of two mutually perpendicular directions of adjacent layer not
Same wooden frame.
Upper and lower two the part splicing cross sections of this utility model pin have the inner groovy of same size and the degree of depth the most in advance,
Prefabricated groove use machinery groove milling mode accurately slot, notch be slightly larger in dimension than embedded steel fastener, error control+
Within 1mm, pin upper and lower two parts junction is accurately positioned the most respectively and has six bolts hole, embedded steel fastener chi
Very little and weld seam is both needed to strictly control, and bolt hole also wants Digit Control Machine Tool to be accurately positioned perforate, and aperture is slightly larger than the diameter of bolt, error control
System within+1mm, install put in place after by bolt is tightened reach connect purpose, make upper and lower two independent pins connect into
One overall long column.
Above in association with accompanying drawing, embodiment of the present utility model is described in detail, but this utility model is not limited to institute
The embodiment described.For those of ordinary skill in the art, in principle of the present utility model and the scope of technological thought
In, these embodiments are carried out multiple change, revises, replace and deformation still falls within protection domain of the present utility model.
Claims (4)
1. the attachment structure of wooden frame trestle in high-rise timber structure more than a kind, it is characterised in that: include pin, prefabricated groove, embedded
Formula steel fastener, bolt hole and bolt, described pin is divided into the connection node of upper prop and lower prop, upper prop and lower prop to be positioned at upper and lower
Two of the half storey eminence of two adjacent layers, upper prop and lower prop splicing cross sections all offer the prefabricated recessed of same size and the degree of depth
Groove, is provided with embedded steel fastener in prefabricated groove, the outer wall of prefabricated groove and embedded steel fastener are equipped with bolt
Hole, described bolt is through above-mentioned bolt hole and tightens, and makes upper prop and lower prop connect into a long pin of entirety.
The attachment structure of wooden frame trestle in a kind of many high-rise timber structures the most according to claim 1, it is characterised in that: described
Embedded steel fastener is welding " H " type component, steel plate thickness used by embedded steel fastener web and the edge of a wing be 1/20 × h～
3/40 × h, the height of embedded steel fastener web and flange width are equal 0.7 × h～0.8 × h, and wherein h is described pin
The length of side of cross section.
The attachment structure of wooden frame trestle in a kind of many high-rise timber structures the most according to claim 1, it is characterised in that: described
It is 1.5 × h～2 × h that embedded steel fastener gos deep into the pin degree of depth, and wherein h is the length of side of described pin cross section.
The attachment structure of wooden frame trestle in a kind of many high-rise timber structures the most according to claim 1, it is characterised in that: described
Bolt uses high-strength bolt, and quantity is six, is divided into three row two row to be arranged in parallel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620223964.7U CN205663029U (en) | 2016-03-22 | 2016-03-22 | Connection structure of wood frame post among many high-rise timber structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620223964.7U CN205663029U (en) | 2016-03-22 | 2016-03-22 | Connection structure of wood frame post among many high-rise timber structures |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205663029U true CN205663029U (en) | 2016-10-26 |
Family
ID=57163297
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620223964.7U Expired - Fee Related CN205663029U (en) | 2016-03-22 | 2016-03-22 | Connection structure of wood frame post among many high-rise timber structures |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205663029U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649205A (en) * | 2016-03-22 | 2016-06-08 | 南京工业大学 | Connection structure of wood frame post among many high-rise timber structures |
| CN106930593A (en) * | 2017-05-03 | 2017-07-07 | 常州工学院 | Bamboo（Wood）Frame structure beam column assembled energy dissipation node |
| CN110241915A (en) * | 2019-05-07 | 2019-09-17 | 济南大学 | A kind of assembly concrete beam column L-type muscle integrated connection node and application method |
| CN110847346A (en) * | 2019-11-28 | 2020-02-28 | 湖南麓上住宅工业科技有限公司 | Durable wood structural member |
-
2016
- 2016-03-22 CN CN201620223964.7U patent/CN205663029U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649205A (en) * | 2016-03-22 | 2016-06-08 | 南京工业大学 | Connection structure of wood frame post among many high-rise timber structures |
| CN106930593A (en) * | 2017-05-03 | 2017-07-07 | 常州工学院 | Bamboo（Wood）Frame structure beam column assembled energy dissipation node |
| CN106930593B (en) * | 2017-05-03 | 2018-11-23 | 常州工学院 | Bamboo（Wood）Frame structure beam column assembled energy dissipation node |
| CN110241915A (en) * | 2019-05-07 | 2019-09-17 | 济南大学 | A kind of assembly concrete beam column L-type muscle integrated connection node and application method |
| CN110847346A (en) * | 2019-11-28 | 2020-02-28 | 湖南麓上住宅工业科技有限公司 | Durable wood structural member |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109853739B (en) | Assembled steel-wood combined node | |
| CN205663029U (en) | Connection structure of wood frame post among many high-rise timber structures | |
| CN109930746B (en) | Assembled bamboo-wood beam column, connecting piece, assembling and disassembling method thereof and bamboo-wood structure node | |
| CN109537726B (en) | Rectangular steel pipe column-H steel beam full-bolt connection semi-rigid joint and construction method | |
| CN206157897U (en) | Assembled steel construction of high -rise structure system | |
| CN205617562U (en) | Steel structure beam column joint assembled connection structure | |
| CN105649205A (en) | Connection structure of wood frame post among many high-rise timber structures | |
| CN105155687A (en) | H-shaped steel column flange plate side prefabricated double-groove profile steel combined rigid connecting node | |
| CN102561530A (en) | Rectangular steel tube concrete column and steel beam all-bolt connecting joint | |
| CN106638958A (en) | Assembling type embedded beam-column joint structure | |
| CN107366362A (en) | A kind of assembling type steel structure Special-Shaped Column beam column node connection device with diagonal brace | |
| CN108505683B (en) | Multilayer energy-consuming type concrete-filled steel tube combination column capable of splicing partition plates | |
| CN105350658A (en) | Clamping groove assembling type steel pipe column and steel beam connecting joint and construction method thereof | |
| CN103015536A (en) | Beam-column joint connecting device for multi-story/high-rise assembly type steel structure system | |
| CN205444492U (en) | H type cantilever girder steel post geometric cross section mosaic structure | |
| CN104652617A (en) | Beam-column joint connection device of multi-story fabricated steel structure system | |
| CN110541478B (en) | Connecting joint of connecting piece inserted steel pipe column and steel beam | |
| CN106988452A (en) | A kind of and supporting industrialization EPS modular wall panel systems of assembled steel framework | |
| WO2022028152A1 (en) | Improved aluminum connecting structure in shape of chinese character 工 for aluminum alloy building | |
| CN211548042U (en) | Steel pipe column and steel beam connecting joint with internally inserted connecting piece | |
| CN205421562U (en) | H type cantilever girder steel post mosaic structure | |
| CN205976087U (en) | Can dismantle shear force wall assembly structure system | |
| CN108457374A (en) | A kind of box beam and column are linked and packed formula node preparation process and its node | |
| CN210597654U (en) | Assembled steel-bamboo combined semi-rigid energy dissipation node frame | |
| CN116733136A (en) | Vertical connecting node (and construction method) of fully assembled concrete shear wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180622 Address after: 210009 No. 200, Zhongshan North Road, Jiangsu, Nanjing Patentee after: Institute of architectural design and research Nanjing University of Technology Address before: 210000 32 box, 8020 box 30, Puzhu South Road, Pukou District, Nanjing, Jiangsu. Patentee before: Nanjing Tech University |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161026 |