CN206110485U - Novel nodal connection spare of rotary -cut board veneer timber truss and post - Google Patents

Novel nodal connection spare of rotary -cut board veneer timber truss and post Download PDF

Info

Publication number
CN206110485U
CN206110485U CN201621070984.1U CN201621070984U CN206110485U CN 206110485 U CN206110485 U CN 206110485U CN 201621070984 U CN201621070984 U CN 201621070984U CN 206110485 U CN206110485 U CN 206110485U
Authority
CN
China
Prior art keywords
truss
end plate
post
column cap
cap end
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.)
Active
Application number
CN201621070984.1U
Other languages
Chinese (zh)
Inventor
戴笠
刘雁
佘晨岗
缪小春
丁佩蓉
宋亚磊
刘非微
覃熠
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.)
Yangzhou University
Original Assignee
Yangzhou 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 Yangzhou University filed Critical Yangzhou University
Priority to CN201621070984.1U priority Critical patent/CN206110485U/en
Application granted granted Critical
Publication of CN206110485U publication Critical patent/CN206110485U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model provides a novel nodal connection spare of rotary -cut board veneer timber truss and post, belongs to engineering technical field. Include a pair of be used for connecting timber truss's truss end plate, the column cap end plate of connection post, the both ends of column cap end plate respectively with a pair of truss end plate welded connection. The utility model discloses a connecting piece, convenient to use, cost are low, are applicable to the timber truss structure, compare with general truss and column cap connected mode, adopt the great material of having saved of this kind of connected mode, have guaranteed the vertical bearing capacity of post, have also reduced the weakening effect of coupled columns head end board simultaneously, have guaranteed the rigidity of column cap end plate indirectly, and messenger's post and truss atress be more even.

Description

A kind of node connector of novel rotary cutting plate laminated wood truss and post
Technical field
The utility model is related to rotary-cut plate gluing timber truss and the connecting node of post, belongs to field of engineering technology.
Background technology
In the last few years, in some cities of China, new timber buildings have obtained the acceptance and accreditation in market, and timber structure exists The aspects such as insulation, energy-saving and environmental protection, comfortable, structure tension performance have the incomparable superiority of traditional structure.In Novel wooden knot In structure structural system of roof, truss is commonly used as a kind of important version;The connection of general truss and lower post Bolt connecting mode is mostly used, but in truss and column connected node, the horizontal shear of transmission is little, is saved using this connection Point is uneconomical, meanwhile, the more embedment bolt of styletable may weaken the vertical bearing capacity of styletable.
Utility model content
The purpose of this utility model is the deficiency for glued board rotary-cut material LVL panel points-truss with Column border node, public A kind of simple, easy to operate, efficiency high and a kind of good solution of stress-novel rotary cutting plate laminated wood truss and post are opened Node connector.
The purpose of this utility model is achieved through the following technical solutions:A kind of novel rotary cutting plate laminated wood truss and post Node connector, it is characterized in that, including a pair be used for connect timber truss truss end plate, connection pin column cap end plates, institute The two ends for stating column cap end plate are welded to connect respectively with a pair of truss end plates.
The column cap end plate is provided with the screw hole that some confession self-tapping screws are passed through, and column cap end plate is by self-tapping screw and wood Post connects.
The truss end plate is provided with the bolt hole that some confession punching bolts are passed through.
The truss end plate is arranged symmetrically in timber truss two ends termination blending bolt and fixes.
The beneficial effects of the utility model are:
(1)Material is greatly saved using this connected mode, it is ensured that the vertical bearing capacity of pin;
(2)The weakening effect to column cap end plate is reduced, the rigidity of column cap end plate is ensure that indirectly, make pillar and truss It is more uniformly stressed;
(3)Be prefabricated in the factory truss when column cap end plate can be welded in panel point, during Assembling only need fix Self-tapping screw and punching bolt, greatly improve speed of application.
Connector of the present utility model, easy to use, low cost, it is adaptable in timber truss structure, with general truss and Column cap connected mode is compared, and using this connected mode material is greatly saved, it is ensured that the vertical bearing capacity of pin, while The weakening effect to column cap end plate is decreased, the rigidity of column cap end plate is ensure that indirectly, make pillar and truss stress more Uniformly.
Description of the drawings
Fig. 1 is structural representation of the present utility model;
In figure:1 truss end plate, 2 column cap end plates, 11 bolts hole, 21 screw holes.
Specific embodiment
As shown in figure 1, the node connector of a kind of novel rotary cutting plate laminated wood truss and post, including for connecting timber truss Truss end plate 1 and connection pin column cap end plate 2.
Column cap end plate 2 is provided with the screw hole 21 that multiple confession self-tapping screws are passed through, and column cap plate is by self-tapping screw and pin Connection, and put welded truss end plate 1 in the 2-in-1 right position of column cap plate.
Truss end plate 1 is provided with the bolt hole 11 that multiple confession punching bolts are passed through, and this truss end plate is arranged symmetrically in truss Termination blending bolt is fixed, and forms timber truss and pin combined connection component.
Using above-mentioned truss and Column border node, be prefabricated in the factory truss when column cap end plate can be welded in panel point, Self-tapping screw and punching bolt need to be only fixed during Assembling, speed of application is greatly improved;And can reduce spiral shell The thickness for using and reducing column cap end plate of bolt, has saved material.

Claims (4)

1. a kind of novel rotary cutting plate laminated wood truss and the node connector of post, is characterized in that, including be used to for a pair connect wooden purlin The truss end plate of frame(1), connection pin column cap end plate(2), the column cap end plate(2)Two ends respectively with a pair of truss end plates (1)It is welded to connect.
2. a kind of novel rotary cutting plate laminated wood truss according to claim 1 and the node connector of post, is characterized in that, institute State column cap end plate(2)It is provided with the screw hole that some confession self-tapping screws are passed through(21), column cap end plate is by self-tapping screw and pin Connection.
3. a kind of novel rotary cutting plate laminated wood truss according to claim 1 and the node connector of post, is characterized in that, institute State truss end plate(1)It is provided with the bolt hole that some confession punching bolts are passed through(11).
4. a kind of novel rotary cutting plate laminated wood truss according to claim 1 and the node connector of post, is characterized in that, institute State truss end plate(1)It is arranged symmetrically in timber truss two ends termination blending bolt to fix.
CN201621070984.1U 2016-09-22 2016-09-22 Novel nodal connection spare of rotary -cut board veneer timber truss and post Active CN206110485U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621070984.1U CN206110485U (en) 2016-09-22 2016-09-22 Novel nodal connection spare of rotary -cut board veneer timber truss and post

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621070984.1U CN206110485U (en) 2016-09-22 2016-09-22 Novel nodal connection spare of rotary -cut board veneer timber truss and post

Publications (1)

Publication Number Publication Date
CN206110485U true CN206110485U (en) 2017-04-19

Family

ID=58520737

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621070984.1U Active CN206110485U (en) 2016-09-22 2016-09-22 Novel nodal connection spare of rotary -cut board veneer timber truss and post

Country Status (1)

Country Link
CN (1) CN206110485U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113152678A (en) * 2021-03-15 2021-07-23 重庆大学 Wood frame energy dissipation anti-seismic structure system containing light steel truss

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113152678A (en) * 2021-03-15 2021-07-23 重庆大学 Wood frame energy dissipation anti-seismic structure system containing light steel truss

Similar Documents

Publication Publication Date Title
CN202012208U (en) Light board integrated assembly type residential construction structure with steel frame
CN203569697U (en) Beam column embedded steel bar joint of fabricated wood structure
CN103556711A (en) Fabricated wood structure embedded steel bar joint and construction method thereof
CN203613653U (en) Roof truss and wall body connecting structure
CN206110485U (en) Novel nodal connection spare of rotary -cut board veneer timber truss and post
CN103603462A (en) Combined beam of FRP, wood and steel reinforced concrete
CN204551760U (en) A kind of ductility power consumption wooden construction node
CN203569696U (en) Assembly type wood-structure embedded-rebar node
CN205894351U (en) Lightweight steel wall body's T type connection structure
CN204570942U (en) The semi-rigid wooden construction node of a kind of assembling
CN101215930A (en) Method for reinforcing wall using bamboo wood
CN203947591U (en) A kind of steel structure connecting member
CN205857383U (en) A kind of assembled timber structure X-shaped beam column energy dissipation node
CN206220474U (en) A kind of plate device of bamboo-wood structure glued board and shaped steel combination
CN204174837U (en) Cellular steel web-compound section, concrete filled steel tube edge of a wing cross section column
CN207686067U (en) A kind of board-like system scene fast joint structure of lightgage steel joist
CN103790237A (en) Connecting component of prefabricated concrete composite floor slab and H-shaped steel beam
CN210976326U (en) Steel-wood roof truss lower chord node
CN206110433U (en) Novel mix node timber truss
CN201074365Y (en) Wind-resistant column chapiter node structure
CN203834694U (en) Steel and wood connection structure
CN208773807U (en) A kind of bionical wooden engineering material
CN209891383U (en) Steel-wood composite beam column
CN204252391U (en) Corrugated web L tee section abnormity steel column
CN109972746A (en) A kind of half tenon node of dowel and preparation method thereof that self-tapping screw is reinforced

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant