CN2202770Y - Steel and wood composite beam - Google Patents

Steel and wood composite beam Download PDF

Info

Publication number
CN2202770Y
CN2202770Y CN 94207901 CN94207901U CN2202770Y CN 2202770 Y CN2202770 Y CN 2202770Y CN 94207901 CN94207901 CN 94207901 CN 94207901 U CN94207901 U CN 94207901U CN 2202770 Y CN2202770 Y CN 2202770Y
Authority
CN
China
Prior art keywords
steel
wood
pipe
sleeve pipe
composite beam
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
Application number
CN 94207901
Other languages
Chinese (zh)
Inventor
谢继扬
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN 94207901 priority Critical patent/CN2202770Y/en
Application granted granted Critical
Publication of CN2202770Y publication Critical patent/CN2202770Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Rod-Shaped Construction Members (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model relates to a steel and wood composite beam, which is composed of wood and steel which are glued. The centers of two half circular wood with the same diameter are embedded in a steel tube connected with a sleeve pipe, the two half circular wood and the steel pipe are fixedly glued by adhesive, and then, a U-shaped bolt penetrates through the wood to fasten. Because the steel pipe only extends into the half of the sleeve pipe, the other half sleeve pipe can be connected with the other composite beam. At the time, the connection of two composite beams is added with a ferrule, so that the body of the beam is lengthened. If used single beam without lengthening, the steel pipe can be lengthened, and the sleeve pipe can not be needed. The utility model effectively lengthens the strength of the wood, can serve as the beam, and can serve as the column. The utility model has the advantage of wood saving, and reduces the worker's labor intensity.

Description

Steel and wood composite beam
The utility model relates to a kind of steel wood composite beam, belongs to a kind of construction.
The vast rural area of China, dwelling house is many based on wooden construction, adopts timber to make beam, post, purlin etc., and consumption of wood is very big; This is mainly due to adopting modern steel work or reinforced concrete structure, makes, transportation, inconvenience is arranged more than the construction, is not suitable for the common peasant of unshared housing and adopts; But timber itself then has the shortcoming of itself, mainly is that supporting capacity is low, and volume is big, and it is many to take up room, and is rotten easily in short supply with timber resources, and during use, also relatively heavier, labor strength is big, so convenient inadequately.
The purpose of this utility model is that a kind of steel wood composite beam will be provided, and it has improved the supporting capacity of wooden frame, alleviates labor strength, has saved timber, and firm durable.
The purpose of this utility model is achieved in that this steel wood composite beam, by timber and bonding the forming of steel combination, is about to two half round timber centers that diameter is identical, embedding is connected with the steel pipe of sleeve pipe, and with adhesive half round timber and steel pipe are cemented, and then use U bolt, pass that timber is fastening to form, the invar pipe only stretches into half of sleeve pipe, second half sleeve pipe exposes and can use when connecting another root composite beam, at this moment, and again in two junctions, add cuff, beam body lengthening.When not needing spreading as single use, then available elongated steel pipe is without sleeve pipe.
The utility model advantage:
1, improved strength of wood effectively, with the wooden frame comparison of same intensity, in light weight, volume is little, occupies little space, and easy construction alleviates labor strength.
2, save timber, social benefit is good: according to statistics, build common three-bed room wooden construction house, need consumption timber 2m 3, use the complex beam-column material instead, can save timber 1/2, dead load alleviates more than 1/3, corresponding reducing cost, and bearing capacity increases.
3, firm durable: because of used steel are positioned at the timber center, and wrapped up by adhesive, so be difficult for corrosion, in the composite beam joint, have cuff, sleeve pipe to be connected, the timber exposed face applies coating again, can increase the service life.
4, applied widely: as both can to bear moment of flexure, and also can bear pressure, and can make beam, and also can make post, as support material of mine etc.
Concrete structure of the present utility model is provided by following examples and accompanying drawing thereof:
Fig. 1 is the utility model perspective exploded view.
Fig. 2 is the utility model schematic perspective view.
Fig. 3 is the utility model cut-away section schematic perspective view.
Describe in detail below in conjunction with accompanying drawing.
With reference to Fig. 1-3, this steel wood composite beam is by steel and wood combination is bonding forms, and two half round timbers 1,2 that timber is scraped for the diameter same level have semicircle chamfer putting steel tube 8,8 at half round timber 1,2 centers 1, at chamfer putting steel tube 8,8 1The top is provided with the bigger semicircle bushing slot of diameter 7,7 1, the plane 13 of half round timber 1,2 1, on 13 the plane, be provided with the bolt hole 10,10 of mutual correspondence 1, 9,9 1, 15,15 1, 14,14 1Steel are that steel pipe 3 reaches and the sleeve pipe 4 of steel pipe 3 to be threaded, and steel pipe 3 matches with chamfer putting steel tube and bushing slot respectively with sleeve pipe 4; Have the steel pipe 3 of sleeve pipe 4 in 1,2 embeddings of timber, make sleeve pipe 4 stretch out an end of half round timber, and with adhesive with two half round timber planes 13,13 1Reach steel and cement, the bolt hole 11 that U-shaped fastening bolt 5 passes on half round timber 1,2 and the fastener member 6 is fixed the composite beam after bonding; Half of 3 threading 4 length of steel pipe is screwed into steel pipe usefulness during second half another root composite beam to be connected, and is provided with cuff two junctions.The U-shaped fastening bolt that cuff and composite beam top are used among the figure is not shown, and 12 are the fastening bolt nut.The general available latex of adhesive therefor.
When composite beam does not need spreading,, can only adopt elongated steel pipe 3 and do not establish splicing sleeve 4, the corresponding manufacturing process of having simplified at the timber center.

Claims (2)

1, a kind of steel wood composite beam by steel with wood combination is bonding forms, is characterized in that:
1) timber two half round timbers (1), (2) of scraping for the diameter same level have semicircle chamfer putting steel tube (8), (8 at half round timber (1), (2) center 1), at chamfer putting steel tube (8), (8 1) top is provided with the bigger semicircle bushing slot (7), (7 of diameter 1), the plane (13 of half round timber (1), (2) 1), on the plane of (13), be provided with the bolt hole (10), (10 of mutual correspondence 1), (9), (9 1), (15), (15 1), (14), (14 1);
2) steel are that steel pipe (3) reaches and the sleeve pipe (4) of steel pipe (3) to be threaded, and steel pipe (3) matches with chamfer putting steel tube and bushing slot respectively with sleeve pipe (4);
3) between timber (1), (2), embed the steel pipe (3) have sleeve pipe (4), make sleeve pipe (4) stretch out an end of half round timber, and with adhesive with two half round timber planes (13), (13 1) and steel cement, the bolt hole (11) that U-shaped fastening bolt (5) passes on half round timber (1), (2) and the fastener member (6) is fixed the composite beam after bonding;
4) half of steel pipe (a 3) threading (4) length is screwed into steel pipe usefulness during second half another root composite beam to be connected, and is provided with cuff two junctions.
2, by the described steel of claim 1 wood composite beam, it is characterized in that when composite beam does not need spreading, then can only adopt elongated steel pipe (3) and do not establish and connect usefulness sleeve pipe (4).
CN 94207901 1994-04-09 1994-04-09 Steel and wood composite beam Expired - Fee Related CN2202770Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 94207901 CN2202770Y (en) 1994-04-09 1994-04-09 Steel and wood composite beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 94207901 CN2202770Y (en) 1994-04-09 1994-04-09 Steel and wood composite beam

Publications (1)

Publication Number Publication Date
CN2202770Y true CN2202770Y (en) 1995-07-05

Family

ID=33826087

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 94207901 Expired - Fee Related CN2202770Y (en) 1994-04-09 1994-04-09 Steel and wood composite beam

Country Status (1)

Country Link
CN (1) CN2202770Y (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105275223A (en) * 2015-11-18 2016-01-27 苏州润居装饰工程有限公司 Alloy frame historic building wooden beam
CN107724532A (en) * 2017-10-31 2018-02-23 周丐社 A kind of building in the style of the ancients beam column wood armored structure
CN109853739A (en) * 2019-02-27 2019-06-07 青岛理工大学 Assembled steel-wood combined node

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105275223A (en) * 2015-11-18 2016-01-27 苏州润居装饰工程有限公司 Alloy frame historic building wooden beam
CN107724532A (en) * 2017-10-31 2018-02-23 周丐社 A kind of building in the style of the ancients beam column wood armored structure
CN109853739A (en) * 2019-02-27 2019-06-07 青岛理工大学 Assembled steel-wood combined node

Similar Documents

Publication Publication Date Title
CN203569697U (en) Assembled timber structure beam column bar planting node
CN2202770Y (en) Steel and wood composite beam
CN215889446U (en) Ancient building timber structure tenon fourth of twelve earthly branches node reinforced structure
CN203569696U (en) Assembled wood structure bar planting node
CN217054491U (en) Concrete house of L type support column
CN108867873B (en) Bolt reinforcing steel bar bolt prefabricated assembly wood structure beam column side node
CN215106597U (en) Combined sleeve type novel steel bar truss for laminated slab
CN216197040U (en) Strain-resistant wine glass crossing tower for power transmission line
CN2182210Y (en) Connecting device for reinforcing bar
CN210767229U (en) Structure form for strengthening tenon-and-mortise joints of beam column with wood structure
CN221372667U (en) Steel structure pipe truss capable of being spliced
CN210164069U (en) Assembled house post roof beam connection structure
CN210439522U (en) Column external non-beam system
CN209942039U (en) Parallel string steel bamboo combination truss structure
CN203440912U (en) Cable and variable cross-section beam and arch combined structure system
CN2161665Y (en) Adjuster for shuttering strut disassembling
CN110439113A (en) Axial tension-compression composite stress type prefabricated wood brace rod
CN108951882B (en) Bolt reinforcing bar bolt prefabricated assembly timber structure column base node
CN221168130U (en) Steel construction building connecting foot
CN217151232U (en) Adjustable independent beam template fixer
CN220790707U (en) Connection structure for reinforcing beam by bonding steel method
CN218176245U (en) Partition wall structure based on magnesium sulfate composite heat-insulation board
CN2182207Y (en) Connector for reinforcing bar
CN2216562Y (en) Joint type tent
CN219060341U (en) Novel pin reinforced prestress steel splint-bolt joint

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee