CN201381555Y - Interlayer beam-to-column connection structure made of composite materials or composite lumber - Google Patents

Interlayer beam-to-column connection structure made of composite materials or composite lumber Download PDF

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Publication number
CN201381555Y
CN201381555Y CN200920040635U CN200920040635U CN201381555Y CN 201381555 Y CN201381555 Y CN 201381555Y CN 200920040635 U CN200920040635 U CN 200920040635U CN 200920040635 U CN200920040635 U CN 200920040635U CN 201381555 Y CN201381555 Y CN 201381555Y
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CN
China
Prior art keywords
composite
column
connector
sheet
screw rod
Prior art date
Application number
CN200920040635U
Other languages
Chinese (zh)
Inventor
刘伟庆
徐德良
Original Assignee
南京工业大学
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Application filed by 南京工业大学 filed Critical 南京工业大学
Priority to CN200920040635U priority Critical patent/CN201381555Y/en
Application granted granted Critical
Publication of CN201381555Y publication Critical patent/CN201381555Y/en

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Abstract

An interlayer beam-to-column connection structure made of composite materials or composite lumber comprises an upright column (1) and a cross beam (2). The structure is characterized in that one end of the cross beam (2) is connected with the upright column (1) through a connecting piece (3), the connecting piece (3) comprises a baseplate (4) connected with the upright column (1) and an inserting piece (5) which is inserted at the end part of the cross beam (2) and is perpendicular to and connected with the baseplate (4), the baseplate (4) connected with the upright column (1) through a corrosion-proof metal screw rod or a screw rod (6) made of composite materials penetrating through the upright column (1), and the inserting piece (5) is also connected with the cross beam (2) through the corrosion-proof metal screw rod or a screw rod (6) made of composite materials penetrating through the cross beam (2) and the inserting piece (5). The structure has the advantages of simple structure and reliable connection, and lays a foundation for the application of composite materials or lumber in the building field.

Description

Composite material or composite wood intermediate layer beam column syndeton

Technical field

The utility model relates to a kind of syndeton of building unit, the syndeton of the beam column of especially a kind of intermediate layer building structure, specifically a kind of composite material or composite wood intermediate layer beam column syndeton.

Background technology

As everyone knows, for a long time owing to human immoderate excessive and random lumbering, global forest reserves wretched insufficiency, the speed of growth of timber is unable to catch up with the needs of human being's production and life far away, and especially some large-scale trees are fewer and feweri.Some large-scale ancient buildings rebuild, repair, keep in repair and new landscape construction in be difficult to seek suitable timber, also be that cost is too high even find.Therefore, people have expected utilizing composite material or composite wood to replace traditional solid wood, and composite material or composite wood, the advantage that not only has solid wood, and have solid, corrosion-resistant, advantages such as cost is low, energy-conserving and environment-protective, but because the characteristics of composite material or composite wood, it can not utilize tenon to connect as solid wood, can not as steel, weld, therefore must design corresponding syndeton at different connecting portions, and intermediate layer beam column syndeton is exactly one of requisite syndeton wherein.

Summary of the invention

The purpose of this utility model is the characteristics at composite material or composite wood, designs a kind of composite material or composite wood intermediate layer beam column syndeton that use in all kinds of buildings intermediate layer that be suitable for.

The technical solution of the utility model is:

A kind of composite material or composite wood intermediate layer beam column syndeton, comprise column 1 and crossbeam 2, an end that it is characterized in that described crossbeam 2 links to each other with column 1 by connector 3, described connector 3 by the base plate 4 that links to each other with column 1 and insert crossbeam 2 ends, form with the base plate 4 vertical inserted sheets that link to each other 5, base plate 4 links to each other with column 1 by corrosion resistant metal screw rod or the composite material screw rod 6 that passes column 1, and inserted sheet 5 also links to each other with crossbeam 2 by corrosion resistant metal screw rod or the composite material screw rod 6 that passes crossbeam 2 and inserted sheet 5.

Described base plate 4 along the height of column 1 short transverse height greater than inserted sheet 5 equidirectionals.

Described connector 3 is metal connecting piece or composite material connector through corrosion-resistance treatment, and the insertion end that it inserts inserted sheet 5 in the crossbeam 2 has circular arc chamfering 7.

The center line both sides of the inserted sheet 5 upper edge short transverses of described connector 3 establish two rows, arrange or a circle is used to install the through hole 8 of corrosion resistant metal screw rod or composite material screw rod 6 more.

The bottom of the inserted sheet 5 in the described connector 3 is connected with collet 9, and the length of collet 9 starts from connector homonymy base plate 4, finally the starting point of the arc angling 7 of homonymy inserted sheet 5.

Collet 9 on the inserted sheet 5 of described connector 3 is trapezoidal platy structure.

The beneficial effects of the utility model:

The utility model had both satisfied the requirement of bonding strength for the intermediate layer beam column connection of composite material or composite wood provides simple and practical syndeton, and requirement attractive in appearance is satisfied in life requirement again.Series of advantages such as it has simple in structure, and is easy for installation, and cost is low, and is applied widely.

Of the present utility model simple in structure, load-bearing and shock resistance are good, and especially the design of this connector circular arc chamfering has improved the antidetonation bearing capacity of connected node greatly.

Utility model is carried out the rebuilding of antiquated building, is repaired guarantee is provided for utilizing composite material or composite wood, also is the condition created of building of new view, villa simultaneously.

Description of drawings

Fig. 1 is a monolateral middle beam column syndeton schematic diagram of the present utility model.

Fig. 2 is the plan structure schematic diagram of Fig. 1.

Fig. 3 be connector of the present utility model face one of structural representation.

Fig. 4 is the vertical view of Fig. 3.

Fig. 5 is the left view of Fig. 3.

Fig. 6 be connector of the present utility model face two of structural representation.

Fig. 7 be connector of the present utility model face three of structural representation.

Fig. 8 is the vertical view of Fig. 7.

Fig. 9 be connector of the present utility model face four of structural representation.

Figure 10 is a bilateral middle beam column syndeton schematic diagram of the present utility model.

Figure 11 is the plan structure schematic diagram of Figure 10.

The specific embodiment

Below in conjunction with drawings and Examples the utility model is further described.

Shown in Fig. 1-11.

A kind of composite material or composite wood intermediate layer beam column syndeton, comprise that the column 1 that composite material or composite wood are made (can be square column or cylinder, can adopt the prior art manufacturing, customization or directly from market purchasing) and equally (can be square column or cylinder by the crossbeam 2 of composite material or composite wood making, can adopt the prior art manufacturing, customization or directly from market purchasing) and connector 3, as Fig. 1, shown in 2, one end of crossbeam 2 is realized being connected with column 1 by this connector 3 (shown in Fig. 3-9), connector 3 can adopt metal connecting piece or the composite material connector through corrosion-resistance treatment, connector 3 is by the base plate 4 that links to each other with column 1 and insert crossbeam 2 ends, form with the base plate 4 vertical inserted sheets that link to each other 5, base plate 4 links to each other with column 1 by corrosion resistant metal screw rod or the composite material screw rod 6 that passes column 1, and inserted sheet 5 also links to each other with crossbeam 2 by corrosion resistant metal screw rod or the composite material screw rod 6 that passes crossbeam 2 and inserted sheet 5.One side of inserted sheet 5 in the insertion crossbeam 2 of connector 3 has circular arc chamfering 7, produces dissection when relatively moving to prevent, shown in Fig. 3,6,7,9.For easy construction and improve bonding strength, base plate 4 along the height of column 1 short transverse height, shown in Fig. 3,6,7,9 greater than inserted sheet 5 equidirectionals.The inserted sheet 5 of connector 3 is provided with the through hole 8 that two rows, two rows above (shown in Fig. 3,7) or a circle (shown in Fig. 6,9) are used to install corrosion resistant metal screw rod or composite material screw rod 6, this through hole is to make the waist cavernous structure at last, so that the installing of corrosion resistant metal screw rod or composite material screw rod 6.During concrete enforcement, in order to increase decorative effect and to improve bonding strength, also be connected with collet 9 on the base of inserted sheet 5, the length of collet 9 starts from connector homonymy base plate 4, finally the starting point of the arc angling 7 of homonymy inserted sheet 5, the shape of collet 9 be trapezoidal platy structure and near column while being wider than away from column, shown in Fig. 7,8,9.

Figure 10, the 11st, two cross beam types intermediate layer beam column syndeton of utilizing syndeton of the present utility model to form, the syndeton of the crossbeam on the left side and column 1 is complete symmetrical identical with the syndeton of the crossbeam 2 on the right and column 1.

The utility model does not relate to the part prior art that maybe can adopt all same as the prior art to be realized.

Claims (6)

1, a kind of composite material or composite wood intermediate layer beam column syndeton, comprise column (1) and crossbeam (2), an end that it is characterized in that described crossbeam (2) links to each other with column (1) by connector (3), described connector (3) is by the base plate (4) that links to each other with column (1) and insert crossbeam (2) end, form with the vertical inserted sheet that links to each other of base plate (4) (5), base plate (4) links to each other with column (1) by corrosion resistant metal screw rod or the composite material screw rod (6) that passes column (1), and inserted sheet (5) also links to each other with crossbeam (2) by corrosion resistant metal screw rod or the composite material screw rod (6) that passes crossbeam (2) and inserted sheet (5).
2, composite material according to claim 1 or composite wood intermediate layer beam column syndeton, it is characterized in that described base plate (4) along the height of column (1) short transverse height greater than inserted sheet (5) equidirectional.
3, composite material according to claim 1 or composite wood intermediate layer beam column syndeton, it is characterized in that described connector (3) is metal connecting piece or composite material connector through corrosion-resistance treatment, the insertion end that it inserts inserted sheet (5) in the crossbeam (2) has circular arc chamfering (7).
3, composite material according to claim 1 or composite wood intermediate layer beam column syndeton, the center line both sides that it is characterized in that inserted sheet (5) the upper edge short transverse of described connector (3) establish two rows, arrange or a circle is used to install the through hole (8) of corrosion resistant metal screw rod or composite material screw rod (6) more.
4, according to claim 1 or 3 described composite materials or composite wood intermediate layer beam column syndeton, the bottom that it is characterized in that the inserted sheet (5) in the described connector (3) is connected with collet (9), the length of collet (9) starts from connector homonymy base plate (4), finally the starting point of the arc angling (7) of homonymy inserted sheet (5).
5, composite material according to claim 4 or composite wood intermediate layer beam column syndeton is characterized in that the collet (9) on the inserted sheet (5) of described connector (3) is trapezoidal platy structure.
CN200920040635U 2009-04-21 2009-04-21 Interlayer beam-to-column connection structure made of composite materials or composite lumber CN201381555Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN200920040635U CN201381555Y (en) 2009-04-21 2009-04-21 Interlayer beam-to-column connection structure made of composite materials or composite lumber

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN200920040635U CN201381555Y (en) 2009-04-21 2009-04-21 Interlayer beam-to-column connection structure made of composite materials or composite lumber

Publications (1)

Publication Number Publication Date
CN201381555Y true CN201381555Y (en) 2010-01-13

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Application Number Title Priority Date Filing Date
CN200920040635U CN201381555Y (en) 2009-04-21 2009-04-21 Interlayer beam-to-column connection structure made of composite materials or composite lumber

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CN (1) CN201381555Y (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102251588A (en) * 2011-05-18 2011-11-23 何敏娟 Bolted steel filling plate-sleeve connection node for beam-post wood structure
CN103276814A (en) * 2013-05-14 2013-09-04 南京工业大学 Face hole enhanced type large-span glued wooden post and beam connecting structure
CN103276812A (en) * 2013-05-14 2013-09-04 南京工业大学 Full-reinforced type large-span connecting structure of laminated wood column and laminated wood beam
CN104294918A (en) * 2014-10-22 2015-01-21 清华大学 Connecting node of composite material pipe concrete column and composite material pultrusion section-bar beam
CN104775528A (en) * 2015-04-27 2015-07-15 南京工业大学 Assembled semi-rigid wood structure joint
CN106013443A (en) * 2016-05-19 2016-10-12 东南大学 Wood or bamboo frame energy dissipation end plate connecting joint and method thereof

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102251588A (en) * 2011-05-18 2011-11-23 何敏娟 Bolted steel filling plate-sleeve connection node for beam-post wood structure
CN102251588B (en) * 2011-05-18 2013-01-16 何敏娟 Bolted steel filling plate-sleeve connection node for beam-post wood structure
CN103276814A (en) * 2013-05-14 2013-09-04 南京工业大学 Face hole enhanced type large-span glued wooden post and beam connecting structure
CN103276812A (en) * 2013-05-14 2013-09-04 南京工业大学 Full-reinforced type large-span connecting structure of laminated wood column and laminated wood beam
CN103276812B (en) * 2013-05-14 2015-11-04 南京工业大学 Comprehensive enhancement mode large span gummed pin beam syndeton
CN103276814B (en) * 2013-05-14 2015-12-30 南京工业大学 Face enhancement mode large span gummed pin beam syndeton
CN104294918A (en) * 2014-10-22 2015-01-21 清华大学 Connecting node of composite material pipe concrete column and composite material pultrusion section-bar beam
CN104775528A (en) * 2015-04-27 2015-07-15 南京工业大学 Assembled semi-rigid wood structure joint
CN106013443A (en) * 2016-05-19 2016-10-12 东南大学 Wood or bamboo frame energy dissipation end plate connecting joint and method thereof

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GR01 Patent grant
C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20100113

Termination date: 20150421

EXPY Termination of patent right or utility model