CN108708391A - A kind of articulated mounting of timber structure suspension column and basis - Google Patents

A kind of articulated mounting of timber structure suspension column and basis Download PDF

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Publication number
CN108708391A
CN108708391A CN201810844031.3A CN201810844031A CN108708391A CN 108708391 A CN108708391 A CN 108708391A CN 201810844031 A CN201810844031 A CN 201810844031A CN 108708391 A CN108708391 A CN 108708391A
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CN
China
Prior art keywords
plate
basis
pin
suspension column
connecting plate
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Pending
Application number
CN201810844031.3A
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Chinese (zh)
Inventor
张晓凤
孙友富
杨茹元
刘明彬
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Nanjing Forestry University
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Nanjing Forestry University
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Filing date
Publication date
Application filed by Nanjing Forestry University filed Critical Nanjing Forestry University
Priority to CN201810844031.3A priority Critical patent/CN108708391A/en
Publication of CN108708391A publication Critical patent/CN108708391A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/388Separate connecting elements

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The invention discloses the articulated mountings of a kind of timber structure suspension column and basis, it is related to construction engineering technical field, including pin and basis, pin is connected with basis by connector, and connector includes the first connecting plate, the second connecting plate, plate and fixed plate, pin bottom is equipped with slot, plate is placed in slot, and the second connecting plate is arranged right below hemispherical Shell, and sphere is equipped in hemispherical Shell, bottom plate is equipped with below sphere, basic internal is embedded with anchor bolt.The invention enables pin feet and the basic rotation for hingedly realizing different directions, discharge moment of flexure, extend the service life of timber structure suspension column;Articulated mounting effectively prevents the vertical and lateral displacement of timber structure suspension column, improves the anti-seismic performance of traditional timber buildings;Convenient and quick construction is made, ensure that pin foot from ground moisture attacks, ensures the service life of pin.

Description

A kind of articulated mounting of timber structure suspension column and basis
Technical field
The present invention relates to construction engineering technical fields, more particularly to the articulated mounting of a kind of timber structure suspension column and basis.
Background technology
Timber has environmental protection, recyclable, convenient material drawing, easy to process, and material is light and intensity is big and can be with temperature adjustment Solve wet environmentology characteristic.Timber structure compared with concrete structure, masonry structure and steel construction have properties of heat preservation and energy saving it is good and The flexible characteristic of design arrangement.Therefore, modern wood structure is widely used in low layer or tier building building structure.Currently, wooden Structure suspension column support style is respectively:Pin foot is directly placed on the stone base of column, utilizes the gravity and suspension column of building and rubbing for the stone base of column Power is wiped to prevent displacement;It is connect with stone base of column Shanghai eye in pin sole reserved pin tenon;Covered corridor in traditional timber structure is using set Top tenon is connect across the stone base of column with heelpiece stone or base of a pillar pier;Although timber structure and basis can be connected to one by three of the above connection type It rises, but still remains following deficiency:Above-mentioned connection mainly consolidates suspension column and basis, can bear what superstructure was transmitted Pressure, but pulling force cannot be undertaken;The first node cannot undertake horizontal shear and moment of flexure, and stress performance is poor;Second and third kind of side The connection of formula can bear horizontal shear and moment of flexure, but production process is complicated and suspension column is easy to be corroded by underground steam, shadow Ring the permanence of pin;There are moments of flexure at timber structure suspension column, influence the service life of timber structure suspension column.
Invention content
The purpose of the present invention is that solve the above-mentioned problems and provides a kind of hinged dress of timber structure suspension column and basis It sets.
The present invention is achieved through the following technical solutions above-mentioned purpose:
A kind of articulated mounting of timber structure suspension column and basis, including pin and basis, the pin passes through with basis to be connect Part is connected, and connector includes the first connecting plate, the second connecting plate, plate and fixed plate, the first connecting plate and the second connecting plate It is fixedly connected by the way that fixed plate is parallel, fixed plate is in ten " fonts, and the end face of the first connecting plate is equipped with plate;The pin Bottom is equipped with slot, and plate is placed in slot, and the first connecting plate fits with pin bottom, is set immediately below the second connecting plate There are hemispherical Shell, the second connecting plate to be fixedly connected by ribs with hemispherical Shell, sphere, hemispherical Shell and sphere phase are equipped in hemispherical Shell Fitting, sphere lower section are equipped with bottom plate, and sphere is fixedly connected with bottom plate by ribs, and bottom plate is fixedly connected with basis, in basis Portion is embedded with anchor bolt, and anchor bolt position is corresponded on the second connecting plate and is equipped with the mounting hole for placing anchor bolt, anchor bolt crosses the second connecting plate, anchor Nut is equipped at the top of bolt, the anchor bolt between nut and the second connecting plate is equipped with spring.
Preferably, the slot is distributed in " ten " font, and plate is in " ten " font, and slot is matched with plate.
Preferably, the anchor bolt there are four and rectangular distribution, anchor bolt be located at close to basis vertex position.
Preferably, the pin is machined with bolt hole close to the side of slot, and opposite position is machined with bolt on plate Hole, pin are bolted to connection with plate.
Preferably, the bolt is the bolt of stainless steel bolt, aluminium alloy bolt or table coated with anti-corrosion layer.
Preferably, the ribs approximation is triangular in shape, is mutually perpendicular between ribs.
Preferably, second connecting plate, hemispherical Shell are fixedly connected with ribs by welding manner, bottom plate, sphere with Ribs is fixedly connected by welding manner.
Preferably, it is sprayed with layers of chrome on the inner surface of the hemispherical Shell and the surface of sphere.
Preferably, the pin is made of laminated wood or lumps of wood material.
Preferably, the width of the slot is bigger 1mm~2mm than the thickness of plate.
The beneficial effects of the present invention are:The present invention is hinged using connection timber structure suspension column and the assembled multi-directional ball on basis The design of seat so that pin foot hingedly realizes the rotation of different directions with basis, discharges moment of flexure, extends the use of timber structure suspension column Service life;Articulated mounting effectively prevents the vertical and lateral displacement of timber structure suspension column, improves the antidetonation of traditional timber buildings Performance;Convenient and quick construction is made, ensure that pin foot from ground moisture attacks, ensures the service life of pin.
Description of the drawings
Fig. 1 is the overall structure diagram of the present invention.
Wherein:1, pin;2, bolt;3, fixed plate;4, ribs;5, hemispherical Shell;6, sphere;7, bottom plate;8, basic;9, Anchor bolt;10, the second connecting plate;11, spring;12, nut;13, the first connecting plate;14, plate;15, slot.
Specific implementation mode
The invention will be further described below in conjunction with the accompanying drawings:
As shown in Figure 1, the articulated mounting of the present invention includes pin 1 and basis 8, pin 1 is connected with basis 8 by connector It connects.Pin 1 is made of laminated wood or lumps of wood material.Connector includes the first connecting plate 13, the second connecting plate 10,14 and of plate Fixed plate 3.First connecting plate 13 is fixedly connected with the second connecting plate 10 by the way that fixed plate 3 is parallel, and fixed plate 3 is in ten " fonts.The The end face of one connecting plate 13 is equipped with plate 14.The bottom of pin 1 is equipped with slot 15, and plate 14 is placed in slot 15.It inserts Slot 15 is distributed in " ten " font, and plate 14 is in " ten " font, and slot 15 is matched with plate 14.The width of slot 15 is than plate 14 The big 1mm~2mm of thickness.Pin 1 is machined with bolt hole close to the side of slot 15, and opposite position is machined with spiral shell on plate 14 Keyhole, pin 1 are fixedly connected with plate 14 by bolt 2.Bolt 2 is coated with anti-for stainless steel bolt, aluminium alloy bolt or surface The bolt of rotten layer.The bottom of first connecting plate 13 and pin 1 fits.Second connecting plate 10 is arranged right below hemispherical Shell 5, and Two connecting plates 10 are fixedly connected with hemispherical Shell 5 by ribs 4.Sphere 6 is equipped in hemispherical Shell 5, hemispherical Shell 5 is affixed with sphere 6 It closes.It is sprayed with layers of chrome on the inner surface of hemispherical Shell 5 and the surface of sphere 6.6 lower section of sphere is equipped with bottom plate 7, and sphere 6 is logical with bottom plate 7 Ribs 4 is crossed to be fixedly connected.Ribs 4 is approximate triangular in shape, is mutually perpendicular between ribs 4.Second connecting plate 10, hemispherical Shell 5 are fixedly connected with ribs 4 by welding manner, and bottom plate 7, sphere 6 are fixedly connected with ribs 4 by welding manner.
Bottom plate 7 is fixedly connected with basis 8.It is embedded with anchor bolt 9 inside basis 8,9 position of anchor bolt is corresponded on the second connecting plate 10 and is set There is the mounting hole for placing anchor bolt 9.Anchor bolt 9 crosses the second connecting plate 10, and the top of anchor bolt 9 is equipped with nut 12, nut 12 and second Anchor bolt 9 between connecting plate 10 is equipped with spring 11.There are four anchor bolts 9 and rectangular distribution, and anchor bolt 9 is located at close to basis 8 Vertex position.Basis 8 is armored concrete.First connecting plate 13, the second connecting plate 10, plate 14, fixed plate 3, anchor bolt 9, ball Body 6, hemispherical Shell 5, ribs 4 and bottom plate 7 are all made of steel and are made.
When work, pin 1 is fixedly connected with connector, is matched by hemispherical Shell 5 and sphere 6 between connector and basis 8 Conjunction releases moment of flexure, while connector is fixedly connected with the vertical and lateral position for effectively preventing pin 1 with basis 8 by anchor bolt 9 It moves, improves the anti-seismic performance of traditional timber buildings.
The timber structure suspension column of the present invention is connected with basis by assembled universal spherical joint supporter so that pin foot and basis It hingedly realizes that the rotation of different directions discharges moment of flexure, improves the mechanical characteristic of foot joint;And this set articulated mounting make it is simple, Stress is concise, easy for construction, promotes the popularization and application of wood frame construction.
It these are only the preferred embodiment of the present invention, be not intended to limit the scope of the invention.This field it is common Technical staff is appreciated that without departing from the principle and spirit of the present invention can be a variety of to the progress of these embodiments Variation, modification are replaced and are deformed.The scope of the present invention is limited by claim and its equivalent.

Claims (10)

1. the articulated mounting of a kind of timber structure suspension column and basis, including pin and basis, it is characterised in that:The pin and basis It is connected by connector, connector includes the first connecting plate, the second connecting plate, plate and fixed plate, the first connecting plate and the Two connecting plates are fixedly connected by the way that fixed plate is parallel, and fixed plate is in ten " fonts, and the end face of the first connecting plate is equipped with plate; The pin bottom is equipped with slot, and plate is placed in slot, and the first connecting plate fits with pin bottom, the second connecting plate It is arranged right below hemispherical Shell, the second connecting plate is fixedly connected with hemispherical Shell by ribs, and sphere, hemispherical Shell are equipped in hemispherical Shell It fits with sphere, bottom plate is equipped with below sphere, sphere is fixedly connected with bottom plate by ribs, and bottom plate is fixed with basis to be connected It connects, basic internal is embedded with anchor bolt, and anchor bolt position is corresponded on the second connecting plate and is equipped with the mounting hole for placing anchor bolt, anchor bolt crosses second Connecting plate, anchor bolt top are equipped with nut, and the anchor bolt between nut and the second connecting plate is equipped with spring.
2. the articulated mounting of a kind of timber structure suspension column according to claim 1 and basis, it is characterised in that:The slot is in " ten " font is distributed, and plate is in " ten " font, and slot is matched with plate.
3. the articulated mounting of a kind of timber structure suspension column according to claim 1 and basis, it is characterised in that:The anchor bolt has Four and rectangular distribution, anchor bolt are located at the vertex position close to basis.
4. the articulated mounting of a kind of timber structure suspension column according to claim 1 and basis, it is characterised in that:The pin leans on The side of nearly slot is machined with bolt hole, and opposite position is machined with bolt hole on plate, and pin is bolted with plate Connection.
5. the articulated mounting of a kind of timber structure suspension column according to claim 4 and basis, it is characterised in that:The bolt is The bolt of stainless steel bolt, aluminium alloy bolt or table coated with anti-corrosion layer.
6. the articulated mounting of a kind of timber structure suspension column according to claim 1 and basis, it is characterised in that:The ribs It is approximate triangular in shape, it is mutually perpendicular between ribs.
7. the articulated mounting of a kind of timber structure suspension column according to claim 1 or 6 and basis, it is characterised in that:Described Two connecting plates, hemispherical Shell are fixedly connected with ribs by welding manner, and bottom plate, sphere and ribs are fixed by welding manner Connection.
8. the articulated mounting of a kind of timber structure suspension column according to claim 1 and basis, it is characterised in that:The hemispherical Shell Inner surface and sphere surface on be sprayed with layers of chrome.
9. the articulated mounting of a kind of timber structure suspension column according to claim 1 or 4 and basis, it is characterised in that:The wood Column is made of laminated wood or lumps of wood material.
10. the articulated mounting of a kind of timber structure suspension column according to claim 1 and basis, it is characterised in that:The slot Width it is bigger 1mm~2mm than the thickness of plate.
CN201810844031.3A 2018-07-27 2018-07-27 A kind of articulated mounting of timber structure suspension column and basis Pending CN108708391A (en)

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Application Number Priority Date Filing Date Title
CN201810844031.3A CN108708391A (en) 2018-07-27 2018-07-27 A kind of articulated mounting of timber structure suspension column and basis

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110284732A (en) * 2019-06-13 2019-09-27 中国矿业大学 A kind of modular containers building connecting node
CN114658113A (en) * 2022-04-25 2022-06-24 中交一公局集团有限公司 Wind-resistant anchor bolt device convenient to maintain and used for assembly type wood structure building
CN115142561A (en) * 2022-08-19 2022-10-04 中建五局华东建设有限公司 Variable cross-section glued wood column connecting structure

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CN1616780A (en) * 2004-11-19 2005-05-18 北京工业大学 Multiple prestress steel structure shock-proof sliding estastic support seat
CN101265707A (en) * 2008-05-07 2008-09-17 湖南大学 Pile element with hinge mechanism
CN101314963A (en) * 2008-06-24 2008-12-03 浙江大学 Horizontally adjustable stiff support of lattice framed structure
CN102635165A (en) * 2012-04-23 2012-08-15 苏州市时代工程咨询设计管理有限公司 House system with X-shaped beams and Y-shaped columns and universal hinging device applying system
CN202925678U (en) * 2012-12-13 2013-05-08 重庆交通大学 A column foot connecting structure of a modern bamboo structure
CN203769074U (en) * 2014-04-09 2014-08-13 上海泛太建筑设计有限公司 Variable hinging support capable of improving ground surface deforming adaptation capacity of building
CN203891200U (en) * 2014-05-23 2014-10-22 浙江东南网架股份有限公司 Large-contact-surface rotatable support of large-span spatial lattice structure
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CN107339003A (en) * 2017-08-23 2017-11-10 陈云 A kind of Self-resetting suspension column
CN206721909U (en) * 2017-02-28 2017-12-08 山东科技大学 A kind of exposed axial compression pipe suspension column node connecting structure
CN206829169U (en) * 2017-05-14 2018-01-02 刘兴振 A kind of assembled architecture elastic anti-seismic suspension column seat
CN206971253U (en) * 2017-06-15 2018-02-06 苏州阳地钢装配式建筑技术有限公司 Column bottom bindiny mechanism
CN207538226U (en) * 2017-11-06 2018-06-26 深圳市子煜钢结构工程有限公司 A kind of steel structure net rack
CN108222279A (en) * 2018-02-06 2018-06-29 华北水利水电大学 A kind of novel base for supporting isolation structure and its installation method
CN207597720U (en) * 2017-09-18 2018-07-10 北京清华同衡规划设计研究院有限公司 A kind of timber structure suspension column shock-resistant node structure
CN208633137U (en) * 2018-07-27 2019-03-22 南京林业大学 A kind of articulated mounting of timber structure suspension column and basis

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1025809A (en) * 1996-07-11 1998-01-27 Nippon Steel Metal Prod Co Ltd Leg structure of steel column and method for constructing steel column leg
CN1616780A (en) * 2004-11-19 2005-05-18 北京工业大学 Multiple prestress steel structure shock-proof sliding estastic support seat
CN101265707A (en) * 2008-05-07 2008-09-17 湖南大学 Pile element with hinge mechanism
CN101314963A (en) * 2008-06-24 2008-12-03 浙江大学 Horizontally adjustable stiff support of lattice framed structure
CN102635165A (en) * 2012-04-23 2012-08-15 苏州市时代工程咨询设计管理有限公司 House system with X-shaped beams and Y-shaped columns and universal hinging device applying system
CN202925678U (en) * 2012-12-13 2013-05-08 重庆交通大学 A column foot connecting structure of a modern bamboo structure
CN203769074U (en) * 2014-04-09 2014-08-13 上海泛太建筑设计有限公司 Variable hinging support capable of improving ground surface deforming adaptation capacity of building
CN203891200U (en) * 2014-05-23 2014-10-22 浙江东南网架股份有限公司 Large-contact-surface rotatable support of large-span spatial lattice structure
CN204385915U (en) * 2015-01-09 2015-06-10 南京工业大学 A kind of wood-concrete composite structure node type of attachment
CN205637218U (en) * 2016-05-23 2016-10-12 长安大学 Practical building structure
CN206189592U (en) * 2016-06-06 2017-05-24 北京京城环保股份有限公司 Building steel structure connects with universal fixed hinge and casts steel bearing node
CN205839982U (en) * 2016-07-27 2016-12-28 天津市建筑设计院 A kind of heavy universal spherical joint supporter
CN206299190U (en) * 2016-12-25 2017-07-04 东华理工大学 A kind of Novel free tension energy-dissipating and shock-absorbing steel column foot constructional device
CN206721909U (en) * 2017-02-28 2017-12-08 山东科技大学 A kind of exposed axial compression pipe suspension column node connecting structure
CN206829169U (en) * 2017-05-14 2018-01-02 刘兴振 A kind of assembled architecture elastic anti-seismic suspension column seat
CN206971253U (en) * 2017-06-15 2018-02-06 苏州阳地钢装配式建筑技术有限公司 Column bottom bindiny mechanism
CN107339003A (en) * 2017-08-23 2017-11-10 陈云 A kind of Self-resetting suspension column
CN207597720U (en) * 2017-09-18 2018-07-10 北京清华同衡规划设计研究院有限公司 A kind of timber structure suspension column shock-resistant node structure
CN207538226U (en) * 2017-11-06 2018-06-26 深圳市子煜钢结构工程有限公司 A kind of steel structure net rack
CN108222279A (en) * 2018-02-06 2018-06-29 华北水利水电大学 A kind of novel base for supporting isolation structure and its installation method
CN208633137U (en) * 2018-07-27 2019-03-22 南京林业大学 A kind of articulated mounting of timber structure suspension column and basis

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110284732A (en) * 2019-06-13 2019-09-27 中国矿业大学 A kind of modular containers building connecting node
CN110284732B (en) * 2019-06-13 2024-02-27 中国矿业大学 Modularized container building connection node
CN114658113A (en) * 2022-04-25 2022-06-24 中交一公局集团有限公司 Wind-resistant anchor bolt device convenient to maintain and used for assembly type wood structure building
CN114658113B (en) * 2022-04-25 2023-09-22 中交一公局集团有限公司 Wind-resistant anchor bolt device of assembled wood structure building convenient to maintain
CN115142561A (en) * 2022-08-19 2022-10-04 中建五局华东建设有限公司 Variable cross-section glued wood column connecting structure

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