CN104499579A - Insertion board type cross grain reinforced wooden structure tenon-mortise pitch point - Google Patents

Insertion board type cross grain reinforced wooden structure tenon-mortise pitch point Download PDF

Info

Publication number
CN104499579A
CN104499579A CN201410830182.5A CN201410830182A CN104499579A CN 104499579 A CN104499579 A CN 104499579A CN 201410830182 A CN201410830182 A CN 201410830182A CN 104499579 A CN104499579 A CN 104499579A
Authority
CN
China
Prior art keywords
tenon
wooden
plug type
board plug
high strength
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.)
Granted
Application number
CN201410830182.5A
Other languages
Chinese (zh)
Other versions
CN104499579B (en
Inventor
岳孔
陆伟东
刘伟庆
杨成
夏蛟
王磊磊
徐德良
陈强
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nanjing Tech University
Original Assignee
Nanjing Tech University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Nanjing Tech University filed Critical Nanjing Tech University
Priority to CN201410830182.5A priority Critical patent/CN104499579B/en
Publication of CN104499579A publication Critical patent/CN104499579A/en
Application granted granted Critical
Publication of CN104499579B publication Critical patent/CN104499579B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The invention discloses an insertion board type cross grain reinforced wooden structure tenon-mortise pitch point, which comprises a wooden post, a wooden beam, tenon-reinforcing insertion board type high-strength materials and wooden dowels; the wooden post and the wooden beam are connected through a tenon-mortise pitch point method; the tenon of the wooden beam is provided with rabbets along the beam height direction, the rabbets run through along the height direction of the wooden beam, and the rabbets are arranged inside the tenon or on both sides of the tenon or inside the tenon and on both sides of the tenon; the tenon-reinforcing insertion board type high-strength materials are inserted into the rabbets, the high-strength directions of the tenon-reinforcing insertion board type high-strength materials are the same as the height direction of the wooden beam, the tenon-reinforcing insertion board type high-strength materials are wooden or bamboo, and adhesive is applied on the surfaces of the tenon-reinforcing insertion board type high-strength materials; the tenon-reinforcing insertion board type high-strength materials and the tenon of the wooden beam are connected as a whole through the wooden dowels. The insertion board type cross grain reinforced wooden structure tenon-mortise pitch point is mainly used for reinforcing the tenon-mortise pitch points of traditional wooden structure buildings.

Description

Board plug type band enhancement mode wooden construction Tenon node
Technical field
The present invention relates to structural engineering technical field, be specially a kind of board plug type band enhancement mode wooden construction Tenon node.
Background technology
China's timber buildings is with a long history, and there is distribution all parts of the country, and timber buildings accounts for more than 50% of whole ancient architecture, and its outstanding skill and technique has high history, historical relic, art and scientific value.The most outstanding feature of Traditional Wood structure is exactly the type of attachment that the framework of post and beam composition adopts Tenon, just find a large amount of wooden construction Tenon connected nodes in Chinese cities before more than 7000 years, between Chinese ancient timber timber compoment subsequently, generally adopt mortise-tenon joint.Tenon just refers to the needs of the connection according to component, and tenon is made in the termination of one of them component, and fourth of the twelve Earthly Branches mouth is made in another component junction, the combination then through these two positions and the node that coupled together by component.Develop into the modern wood structure of today, form of structure constantly changes, and performance is become better and better.In Traditional Wood structure Tenon node, be located in the tenon of mouth inside, the fourth of the twelve Earthly Branches, main is exactly be delivered on post by its band load performance by effect load thereon, therefore higher band load performance guarantee, tenon keeps comparatively tight combination with fourth of the twelve Earthly Branches mouth inwall under external force all the time, and by friction, and mechanical rotation power consumption, finally reach good damping antidetonation object.
Because the traditional living of China is accustomed to, there is the timber frame load bearing constructions such as a large amount of wooden construction, brick timber framed construction and civil structure in vast rural area.Live alone because these buildings are resident, all not through regular seismic design, a large amount of casualtiess and economic asset loss is often caused in earthquake, these building structure are usually because the destruction of node causes in the destruction of earthquake, due to these elemental destruction, add various human factor, and the inherent shortcoming of timber self and deficiency, after tenon and fourth of the twelve Earthly Branches mouth come in contact crimp, tenon width increases and highly reduces, fourth of the twelve Earthly Branches mouth width increases, the connection compactness of tenon and fourth of the twelve Earthly Branches mouth declines, thus reduce the anti-bending strength of mortise-tenon joint node, common failure mode has fourth of the twelve Earthly Branches mouth to expand, tenon is extracted, tenon root fractures, destruction cut off by tenon, and the conquassation of tenon band etc., the reduction of joint behavior, the most direct consequence is exactly the framework reduction of structural stability and increasing of lateral displacement under level cooperation effect, thus strengthen structural damage until collapse.But simultaneously, along with the transformation of China's timber resources the relation between supply and demand, current timber industry aptitude source is transitioned into artificial forest by traditional wildwood, compared with wildwood timber resources, in these timber, juvenile wood proportion is large, and fast growth, cycle of becoming a useful person are short, and its density is lower, mechanical property is poor, especially band load performance is low, and self deficiency of timber exacerbates the deficiency of Tenon joint behavior especially.As the joinery and its construction that wooden construction node is conventional, current Wood in Common Use is on the market adopted to be difficult to the requirement meeting concerned countries standard criterion, more cannot meet the shockproof requirements of highlight lines area building construction simultaneously, therefore the reinforcing of Tenon node be strengthened and just seem by for important.
The reinforcing mode that traditional wooden construction Tenon node is conventional mainly contains following several:
1, the dog described in " a kind of wooden construction antidetonation power consumption dog (patent No. 2013200120080) " is reinforced;
2, " a kind of Tenon node (patent No. 200720032298.X) of the large timber frame of historic building structure of flat steel reinforced ", " a kind of steel and wood composite formula bracing means (patent No. 2014201110165) of historic building fire prevention ", " bracing means (patent No. 200920108275.1) for historic building structure end bay Tenon node ", " bracing means (patent No. 200920108276.6) for internal mortise-tenon joints on wooden-structural ceiling of ancient building ", " bracing means (patent No. 200920108277.0) for tenon-mortise crossing node in middle of wood structure of antique building ", and the flat steel reinforced described in " wood structure node movable bolt hole earthquake-proof reinforced flat iron (patent No. 201020625251.6) ",
3, the curved plate described in " the wooden construction Tenon node (patent No. 201120137388.1) that a kind of curved plate that consumes energy is reinforced " is reinforced;
4, the metal node fastener described in " a kind of reinforcing of wooden construction Tenon node and energy-consumption shock-absorption device (patent No. 201320561955.5) " is reinforced;
5, the carbon fiber wrapped strengthening described in " the Tenon node (patent No. 200720032300.3) of the large timber frame of a kind of carbon cloth reinforced historic building structure ".
Mostly there is following shortcoming in these reinforcing modes:
1. wooden construction Tenon joint reinforcing strengthens the dog in place, band steel, curved plate, metal gusset plate, carbon fiber be all outside exposed, node good looking appearance after reinforcing is low, poor with the outward appearance coordinating and unifying of wood materials, lose the construction aesthetic perception of wooden construction itself;
2., from appearance, adopt steel structure member to strengthen wooden construction node, easily make people produce the sensation of Wood construction safety of structure difference, do not utilize promoting the use of of environmental protection low-carbon wood structural construction;
3. adopt metal connecting piece, need to adopt extra antirust treatment and the working service measure in later stage, technique is loaded down with trivial details.
Summary of the invention
The object of the invention is to overcome the deficiencies in the prior art, propose a kind of board plug type band enhancement mode wooden construction Tenon node, based on the architectural effect of Traditional Wood structure, reinforcing material is buried underground and is hidden in tenon intra-node, do not affecting on the basis of visual appearance, improving the mechanical property of node.
The technical solution used in the present invention is: a kind of board plug type band enhancement mode wooden construction Tenon node, and comprise pin, wooden frame, tenon enhancing board plug type Materials with High Strength and wooden pin, described pin is connected by tenon fourth of the twelve Earthly Branches mouth node mode with wooden frame;
Described wooden frame offers notch along short transverse on tenon, and through along wooden frame short transverse, and described notch is arranged in tenon inside or is arranged in tenon both sides or inside and both sides all has layout;
Described tenon enhancing board plug type Materials with High Strength inserts above-mentioned notch, the high-strength direction of tenon enhancing board plug type Materials with High Strength is consistent with wooden frame short transverse, tenon enhancing board plug type Materials with High Strength is timber or bamboo wood, and tenon enhancing board plug type Materials with High Strength surface is coated with bonding adhesive;
Described tenon enhancing board plug type Materials with High Strength connects into entirety by wooden pin and wooden frame tenon.
As preferably, described tenon enhancing board plug type Materials with High Strength moisture content is less than wooden frame moisture content 2-5%.
As preferably, described tenon enhancing board plug type Materials with High Strength is identical with wooden frame seeds, or mechanical property is equivalent and be better than wooden frame seeds.
As preferably, described bonding adhesive is Lauxite and modified resin, phenolic resins and modified resin thereof, melamine resin and modified resin, polyvinyl acetate resin, polyurethane based resin or epoxy resin.
The present invention's tenon before insertion fourth of the twelve Earthly Branches mouth connects processes through strengthening in advance; Tenon strengthens and is treated at the position be engaged with fourth of the twelve Earthly Branches mouth, according to designing requirement and reinforcing material specification along wooden frame short transverse otch in advance; Insert Materials with High Strength enhancing in the notch of tenon junction before, Materials with High Strength surface is coated with bonding adhesive; Reinforcing material coating binder and with tenon compound after, can selectively along wooden frame width at tenon place, hole together with Materials with High Strength, and wear wooden pin, high-strength plate material and tenon are connected into entirety.
The Tenon joint reinforcing that the present invention is mainly used in Traditional Wood structural construction strengthens.
Beneficial effect:
The present invention effectively can improve the compressive strength perpendicular to grain of tongue portion in Traditional Wood structure Tenon node, thus improves the joint behavior of Tenon.
The present invention is while effectively improving Traditional Wood structure Tenon joint behavior, and ensure that building structure appearance effect, do not destroy original connecting structure, unification and harmonization is good.
Construction technology of the present invention is simple, and cost is lower, can widely use.
Accompanying drawing explanation
Fig. 1 is Tenon node structure schematic diagram of the present invention;
Fig. 2 is wooden frame schematic diagram one of the present invention;
Fig. 3 is wooden frame schematic diagram two of the present invention;
Fig. 4 is wooden frame schematic diagram three of the present invention.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention will be further described.
As Figure 1-4, a kind of board plug type band enhancement mode wooden construction Tenon node, comprise pin 1, wooden frame 2, tenon enhancing board plug type Materials with High Strength 3 and wooden pin 4, described pin 1 is connected by tenon fourth of the twelve Earthly Branches mouth node mode with wooden frame 2;
Described wooden frame 2 offers notch along short transverse on tenon, and through along wooden frame 2 short transverse, and described notch is arranged in tenon inside or is arranged in tenon both sides or inside and both sides all has layout;
Described tenon enhancing board plug type Materials with High Strength 3 inserts above-mentioned notch, the high-strength direction of tenon enhancing board plug type Materials with High Strength 3 is consistent with wooden frame 2 short transverse, tenon enhancing board plug type Materials with High Strength 3 is timber or bamboo wood, and tenon enhancing board plug type Materials with High Strength 3 surface is coated with bonding adhesive;
Described tenon enhancing board plug type Materials with High Strength 3 connects into entirety by wooden pin 4 with wooden frame 2 tenon.
The moisture content of described tenon enhancing board plug type Materials with High Strength 3 is less than wooden frame 2 moisture content 2-5%, and tenon enhancing board plug type Materials with High Strength 3 is identical with wooden frame 2 seeds, or mechanical property is equivalent and be better than wooden frame 2 seeds.Described bonding adhesive is Lauxite and modified resin, phenolic resins and modified resin thereof, melamine resin and modified resin, polyvinyl acetate resin, polyurethane based resin or epoxy resin.
It should be pointed out that for those skilled in the art, under the premise without departing from the principles of the invention, can also make some improvements and modifications, these improvements and modifications also should be considered as protection scope of the present invention.The all available prior art of each ingredient not clear and definite in the present embodiment is realized.

Claims (3)

1. a board plug type band enhancement mode wooden construction Tenon node, is characterized in that: comprise pin, wooden frame, tenon enhancing board plug type Materials with High Strength and wooden pin, described pin is connected by tenon fourth of the twelve Earthly Branches mouth node mode with wooden frame;
Described wooden frame offers notch along short transverse on tenon, and through along wooden frame short transverse, and described notch is arranged in tenon inside or is arranged in tenon both sides or inside and both sides all has layout;
Described tenon enhancing board plug type Materials with High Strength inserts above-mentioned notch, the high-strength direction of tenon enhancing board plug type Materials with High Strength is consistent with wooden frame short transverse, tenon enhancing board plug type Materials with High Strength is timber or bamboo wood, and tenon enhancing board plug type Materials with High Strength surface is coated with bonding adhesive;
Described tenon enhancing board plug type Materials with High Strength connects into entirety by wooden pin and wooden frame tenon.
2. board plug type band enhancement mode wooden construction Tenon node according to claim 1, is characterized in that: described tenon enhancing board plug type Materials with High Strength moisture content is less than wooden frame moisture content 2-5%.
3. board plug type band enhancement mode wooden construction Tenon node according to claim 1, is characterized in that: described tenon enhancing board plug type Materials with High Strength is identical with wooden frame seeds, or mechanical property is equivalent and be better than wooden frame seeds.
CN201410830182.5A 2014-12-26 2014-12-26 Board plug type band enhancement mode timber structure Tenon node Expired - Fee Related CN104499579B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410830182.5A CN104499579B (en) 2014-12-26 2014-12-26 Board plug type band enhancement mode timber structure Tenon node

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410830182.5A CN104499579B (en) 2014-12-26 2014-12-26 Board plug type band enhancement mode timber structure Tenon node

Publications (2)

Publication Number Publication Date
CN104499579A true CN104499579A (en) 2015-04-08
CN104499579B CN104499579B (en) 2017-03-08

Family

ID=52941020

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410830182.5A Expired - Fee Related CN104499579B (en) 2014-12-26 2014-12-26 Board plug type band enhancement mode timber structure Tenon node

Country Status (1)

Country Link
CN (1) CN104499579B (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106930555A (en) * 2017-05-08 2017-07-07 洛阳理工学院 Structure is repaired in a kind of reinforcing of ancient building Ang Zui
JP2017172297A (en) * 2016-03-25 2017-09-28 帝人株式会社 Joining method of wooden member
CN107386445A (en) * 2017-08-10 2017-11-24 中国林业科学研究院木材工业研究所 A kind of enhanced timber structure Tenon node of tenon shallow-layer bar planting
CN109989481A (en) * 2019-05-10 2019-07-09 上海市建筑科学研究院 The timber structure beam column bolt joint and preparation method thereof that marmem is reinforced
CN110359562A (en) * 2019-06-19 2019-10-22 东南大学 A kind of local enhancement Self-resetting wooden frame Column border node
CN111946082A (en) * 2020-07-30 2020-11-17 湄洲湾职业技术学院 Method for reinforcing beam-column mortise-tenon joints of wooden-structure ancient building

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09279684A (en) * 1996-04-18 1997-10-28 Kaneshin:Kk Coupling device for longitudinal material and lateral material for wood housing
JP2005090085A (en) * 2003-09-17 2005-04-07 T Kato Co Ltd Wood connecting structure
CN201071549Y (en) * 2007-07-20 2008-06-11 西安建筑科技大学 Square log skeleton tenon-and-mortise work node of flat steel reinforced old building woodwork construction
JP4324151B2 (en) * 2005-10-28 2009-09-02 株式会社ポラス暮し科学研究所 Guide member and joining structure for joining wood members
CN203307935U (en) * 2013-05-14 2013-11-27 南京工业大学 Contact surface enhanced long-span laminated wooden pillar and beam connecting structure
CN103669897A (en) * 2013-10-24 2014-03-26 北京工业大学 Hidden type reinforcing node of side span node of wood structure traditional architecture and preparation method of hidden type reinforcing node
CN203569697U (en) * 2013-10-15 2014-04-30 南京工业大学 Beam column embedded steel bar joint of fabricated wood structure
CN204370574U (en) * 2014-12-26 2015-06-03 南京工业大学 Board plug type band enhancement mode wooden construction Tenon node

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09279684A (en) * 1996-04-18 1997-10-28 Kaneshin:Kk Coupling device for longitudinal material and lateral material for wood housing
JP2005090085A (en) * 2003-09-17 2005-04-07 T Kato Co Ltd Wood connecting structure
JP4324151B2 (en) * 2005-10-28 2009-09-02 株式会社ポラス暮し科学研究所 Guide member and joining structure for joining wood members
CN201071549Y (en) * 2007-07-20 2008-06-11 西安建筑科技大学 Square log skeleton tenon-and-mortise work node of flat steel reinforced old building woodwork construction
CN203307935U (en) * 2013-05-14 2013-11-27 南京工业大学 Contact surface enhanced long-span laminated wooden pillar and beam connecting structure
CN203569697U (en) * 2013-10-15 2014-04-30 南京工业大学 Beam column embedded steel bar joint of fabricated wood structure
CN103669897A (en) * 2013-10-24 2014-03-26 北京工业大学 Hidden type reinforcing node of side span node of wood structure traditional architecture and preparation method of hidden type reinforcing node
CN204370574U (en) * 2014-12-26 2015-06-03 南京工业大学 Board plug type band enhancement mode wooden construction Tenon node

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
何培玲: "《建筑结构与选型》", 31 January 2014 *

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017172297A (en) * 2016-03-25 2017-09-28 帝人株式会社 Joining method of wooden member
CN106930555A (en) * 2017-05-08 2017-07-07 洛阳理工学院 Structure is repaired in a kind of reinforcing of ancient building Ang Zui
CN107386445A (en) * 2017-08-10 2017-11-24 中国林业科学研究院木材工业研究所 A kind of enhanced timber structure Tenon node of tenon shallow-layer bar planting
CN109989481A (en) * 2019-05-10 2019-07-09 上海市建筑科学研究院 The timber structure beam column bolt joint and preparation method thereof that marmem is reinforced
CN110359562A (en) * 2019-06-19 2019-10-22 东南大学 A kind of local enhancement Self-resetting wooden frame Column border node
CN111946082A (en) * 2020-07-30 2020-11-17 湄洲湾职业技术学院 Method for reinforcing beam-column mortise-tenon joints of wooden-structure ancient building

Also Published As

Publication number Publication date
CN104499579B (en) 2017-03-08

Similar Documents

Publication Publication Date Title
CN104499579B (en) Board plug type band enhancement mode timber structure Tenon node
CN104532960A (en) Dot-matrix type horizontal grain enhanced wood structure mortise-tenon joint
CN103603431A (en) Assembly wood structure beam column embedded steel bar joint
CN207959515U (en) A kind of reparation of timber structure Tenon node and energy-consumption shock-absorption device
CN103556711A (en) Fabricated wood structure embedded steel bar joint and construction method thereof
CN107386445B (en) A kind of enhanced timber structure Tenon node of tenon shallow-layer bar planting
CN103422576A (en) Device for reinforcement, energy dissipation and seismic mitigation of tenon and mortise joint of timber structure
CN204356913U (en) Dot matrix band enhancement mode wooden construction Tenon node
CN203569697U (en) Beam column embedded steel bar joint of fabricated wood structure
CN203452187U (en) Gable top structural assembly of wooden house
CN204370574U (en) Board plug type band enhancement mode wooden construction Tenon node
CN203514530U (en) Plane beam structure assembly of wooden house
CN203452244U (en) Eave corner structural assembly of wooden house
CN104790536A (en) Ductile energy-consumption wood structure node
CN203569694U (en) Reinforcement, energy dissipation and seismic reduction device of mortise and tenon joint of timber structure
CN207934207U (en) A kind of structural connection
CN104775528A (en) Assembled semi-rigid wood structure joint
CN203569696U (en) Assembly type wood-structure embedded-rebar node
CN204551760U (en) A kind of ductility power consumption wooden construction node
CN203939137U (en) Building structure that can Fast Installation
CN206545306U (en) A kind of laminated wood Combined concrete superstructure
CN107447865A (en) One species Wood construction frame structure and preparation method thereof
CN203452206U (en) Column and floor beam structural assembly of wooden house
CN204570942U (en) The semi-rigid wooden construction node of a kind of assembling
CN110130495A (en) A kind of bamboo-wood structure beam column energy consumption connection method

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170308

Termination date: 20201226

CF01 Termination of patent right due to non-payment of annual fee