CN103397702B - A kind of composite material connection jiont for net frame point and method - Google Patents
A kind of composite material connection jiont for net frame point and method Download PDFInfo
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- CN103397702B CN103397702B CN201310305835.3A CN201310305835A CN103397702B CN 103397702 B CN103397702 B CN 103397702B CN 201310305835 A CN201310305835 A CN 201310305835A CN 103397702 B CN103397702 B CN 103397702B
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Abstract
The invention discloses a kind of composite material connection jiont for net frame point, comprise composite material square-tube joint, composite tube joint and bolt sphere, composite material square-tube joint is all connected with bolt sphere by high-strength bolt with composite tube joint.Composite material connection jiont for net frame point of the present invention covers the reliable connection of pipe the most frequently used in space truss structure and square tube two kinds of closed section section bars, node type of attachment is comprehensive, substantially solves the node connectivity problem of composite material closed section section bar in space truss structure application; Steel thorn can provide required node strength for structure with cementing composite joint mode, effectively plays the advantage of composite material high strength degree; The winding of aryl fiber cloth had both added the overall performance of node, further increased the intensity of node, additionally reduced the anticorrosion area of node area; Joint is produced on factory and completes, and make precision and ensured by factory, site assembly is quick, and assembled expense is low, and the duration is short; Without prestressed applying in process, need not worry that composite material is crept the depression of bearing force problem caused.
Description
Technical field
The invention belongs to technical field of civil, relate to a kind of composite material connection jiont for net frame point and method.
Background technology
Along with the enhancing of China's economic strength and the urbanization process of population are accelerated, people get more and more to the demand of large-span space structure, require also improving constantly.As everyone knows, the building of certain form of structure built by specific constructional materials, and its span also exists a limit.Current long span building many employings steel, in built building, maximum span can reach more than 200 meter, this span limit of Gonna breakthrough, use fibre reinforced composites that are high-strength, lightweight, and choose reasonable space truss structure form is a kind of feasible approach.The multiple superior functions such as fibre reinforced composites have that specific strength is high, specific modulus is large, performance is easy to design, easily machine-shaping, anticorrosive, endurance, its application also enters civil construction field from Aero-Space, national defence again.
Civil construction field composite material section bar used take epoxy resin as matrix, with non-twist fiber for reinforcing material, adds particular/special requirement auxiliary agent simultaneously, make through pultrusion molding process.At present, the node connected mode of aviation field composite material has been continued to use in the connection of this field composite material section bar substantially: cementing connection, mechanical connection and the Hybrid connections of the two.Aviation field section bar used is layer paving section bar, and layer paving section bar can according to specifically stressed by multi-direction for fiber laying, to realize the most favourable stressed connection.But civil construction field section bar used mainly drawing and extruding section bar, drawing and extruding section bar machine direction is mainly along profile length direction, and the joint efficiency of this kind of section bar bolt connecting mode is lower than 30%, and section bar takes off destruction by cutting of the section bar that mostly occurs after bolt compresses.On the other hand, because the composite material section bar plate face of civil engineering field of traffic is thicker, according to cementing connected mode, for ensureing enough joint efficiencies, required lap length is comparatively large, and because construction problem can not realize enough lap length in more situation.Due to the jointly stressed of two kinds of connected modes can not be realized, cementingly can not to effectively improve with the joint efficiency of mechanical mixture jointing.
And composite material is less in the application in rack field, Main Bottleneck problem does not find suitable joint connecting method.Composite material due to rigidity less, at rack field many employings closed section, as composite tube cross section, composite material Box Section.At present, traditional connected node of this field composite material section bar, if the joint efficiency of cementing connection, mechanical connection and the Hybrid connections of the two is less than 30%, far can not play the advantage of composite material high strength degree.Have recently emerged the composite tube connected node that some are novel, its principle applies pretightning force mainly through butt joint and improves bearing capacity, and composite material creeping under heavily stressed continuous action is very serious, along with the carrying out of creeping, pretightning force can decline gradually, and bearing capacity also just cannot ensure.Also have some novel joints by drilling through screw thread at composite joint place, then connected by screw thread, this form improves bearing capacity to a certain extent, but place drills through screw thread at composite pipe joint, technique is more numerous, and has weakening to composite material tube section, in addition, this form is also only applicable to composite material circular pipe, and inapplicable to composite material square pipe.
Therefore, need a kind of composite material connection jiont for net frame point to solve the problem.
Summary of the invention
Goal of the invention: the object of the invention is the defect for composite material connection jiont for net frame point in prior art, provides that a kind of bonding strength is high, the composite material connection jiont for net frame point of dependable performance.
Technical scheme: for achieving the above object, composite material connection jiont for net frame point of the present invention can adopt following technical scheme:
A kind of composite material connection jiont for net frame point, comprise composite material square-tube joint, composite tube joint and bolt sphere, described composite material square-tube joint is all connected with bolt sphere by high-strength bolt with composite tube joint, described composite material square-tube joint comprises high-strength bolt, epoxy glue layer, aryl fiber cloth, four blocks of thorn plates, composite material square tube and shrouding, the side band first steel thorn of described thorn plate, one end of described thorn plate is provided with flange, four blocks of described thorn plates are separately positioned on the surrounding of described composite material square tube, described thorn plate barbed facing to described composite material square tube, the flange of described thorn plate is all arranged on the link of described composite material square tube and described bolt sphere, described epoxy glue layer is provided with between described thorn plate and described composite material square tube, first steel thorn of described thorn plate inserts described composite material square tube, the opposite side of described thorn plate is enclosed with described aryl fiber cloth, described aryl fiber cloth impregnated of epoxide-resin glue, the flange of described thorn plate is fixedly connected with described shrouding, described shrouding is provided with the first bolt hole, one end of described high-strength bolt is fixedly connected with described bolt sphere, the other end of described high-strength bolt is fixedly connected with described shrouding by described first bolt hole, described composite tube joint comprises high-strength bolt, epoxy glue layer, aryl fiber cloth, composite tube, connect drum and the second steel thorn, the bottom of described connection drum is provided with the second bolt hole, the sidewall of described connection drum is provided with the first through hole, described composite tube stretches into described connection drum by the opening of described connection drum, described epoxy glue layer is provided with between described composite cylinder and described connection drum, described second steel transfixation is crossed described first through hole and is inserted described composite tube, the outside of described connection drum is enclosed with described aryl fiber cloth, described aryl fiber cloth impregnated of epoxide-resin glue, one end of described high-strength bolt is fixedly connected with described bolt sphere, the other end of described high-strength bolt is fixedly connected with described connection drum by described second bolt hole.
Further, the barbed face of described thorn plate is evenly distributed with the first steel thorn, and the cross section of described first steel thorn is circular, and the spacing of described first steel thorn is 4 ~ 10mm, length is 3 ~ 5mm, root diameter (RD) is 1 ~ 3mm.
Further, the sidewall of described connection drum is evenly distributed with the first through hole, and the spacing of described first through hole is 4 ~ 10mm, diameter is 1 ~ 3mm.
Further, also comprise sleeve, described jacket casing is on described high-strength bolt.
Further, also comprise pin, the side of described high-strength bolt is provided with groove, described sleeve is provided with the second through hole, and described pin stretches into described groove by described second through hole.
Further, described bolt sphere is provided with multiple bolt hole.
The invention also discloses the method for attachment of a kind of composite material rack, comprise the following steps:
1), composite material square-tube joint is made: described composite material square-tube joint comprises high-strength bolt, aryl fiber cloth, four blocks of thorns plate, composite material square tube and shroudings, prepare described thorn plate, the side band first steel thorn of described thorn plate, one end of described thorn plate is provided with flange, after epoxide-resin glue is coated in the barbed face of described thorn plate, under being placed in pressurized equipment, with the external surface of pressurized equipment by the first steel thorn press-in composite material square tube of described thorn plate, repeat said process, complete the press-in of the first steel thorn of the described thorn plate of residue three piece by piece, be wrapped in the external surface of discrete described thorn plate with the aryl fiber cloth that impregnated of epoxide-resin glue, described shrouding is provided with the first bolt hole, one end of described high-strength bolt is fixedly connected with described shrouding by described first bolt hole, the flange of described thorn plate is fixedly connected with described shrouding, completes the making of composite material square-tube joint, make composite tube joint: described composite tube joint comprises high-strength bolt, aryl fiber cloth, composite tube, connect drum and the second steel thorn, the bottom of described connection drum is provided with the second bolt hole, the sidewall of described connection drum is provided with the first through hole, described high-strength bolt is fixedly connected with described connection drum by described second bolt hole, described connection drum is inserted after the connector area of described composite tube is coated epoxide-resin glue, the first through hole steel transfixation crossed on described connection drum sidewall is knocked in described composite tube one by one, the described outside connecting drum is wrapped in the described aryl fiber cloth that impregnated of epoxide-resin glue, the space between hole and composite tube is filled again with epoxide-resin glue, complete the making of described composite tube joint,
2), bolted spherical node is made;
3), by the high-strength bolt of the composite material square-tube joint completed and composite tube joint be screwed into bolt sphere, reach precalculated position, complete jiont treatment.
Beneficial effect: composite material connection jiont for net frame point of the present invention has the following advantages:
1, cover the reliable connection of pipe the most frequently used in space truss structure and square tube two kinds of closed section section bars, node type of attachment is comprehensive, substantially solves the node connectivity problem that composite material closed section section bar is applied in space truss structure.
2, thrust composite material pipe by steel, achieve steel thorn and cementing composite joint, this composite joint mode can provide required node strength for structure, effectively plays the advantage of composite material high strength degree.
3, discrete flanged thorn plate tightly bonds together by aryl fiber cloth, improve the globality of structure, when preventing thorn plate stressed, steel thorn is pulled out, and further increases the intensity of node, decrease thorn plate and extraneous direct contact surface to amass, reduce the anticorrosion cost stinging plate; When aryl fiber cloth prevents connection drum stressed, steel thorn is pulled out, and the further intensity improving connected node, decreases connection drum and extraneous direct contact surface amasss, and reduces the anticorrosion cost of connection drum;
4, joint is produced on factory and completes, and manufacturing process is to composite material cross section without weakening, and make precision and ensured by factory, site assembly is quick, and assembled expense is low, and the duration is short.
5, in process without the applying of pretightning force, need not worry that composite material is crept the depression of bearing force problem caused;
6, the Flange joint of discrete thorn plate is become as a whole by the existence of shrouding, and when preventing joints, each flange can not the jointly stressed and hidden danger destroyed one by one, further ensures the overall performance of structure.
Accompanying drawing explanation
Fig. 1 is composite material connection jiont for net frame point Integral connection structure schematic diagram of the present invention;
Fig. 2 is composite material square-tube joint sectional view of the present invention;
Fig. 3 is the A-A sectional view of composite material square-tube joint of the present invention;
Fig. 4 is composite tube joint sectional view of the present invention;
Fig. 5 is the B-B sectional view of composite tube joint of the present invention;
Fig. 6 is the stereogram of the shrouding of composite material square-tube joint;
Fig. 7 is the stereogram of high-strength bolt.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, illustrate the present invention further, these embodiments should be understood only be not used in for illustration of the present invention and limit the scope of the invention, after having read the present invention, the amendment of those skilled in the art to the various equivalent form of value of the present invention has all fallen within the application's claims limited range.
Refer to shown in Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5, Fig. 6 and Fig. 7, composite material connection jiont for net frame point of the present invention, comprise composite material square-tube joint 1, composite tube joint 2 and a bolt sphere 3, composite material square-tube joint 1 is all connected with bolt sphere 3 by high-strength bolt 4 with composite tube joint 2.
Wherein, composite material square-tube joint 1 comprises high-strength bolt 4, epoxy glue layer 7, aryl fiber cloth 8, four pieces thorn plate 9, composite material square tube 11 and shrouding 15, the side band first steel thorn of thorn plate 9.The barbed face of thorn plate 9 is evenly distributed with the first steel thorn, and the cross section of the first steel thorn is circular, and the spacing of the first steel thorn is 4 ~ 10mm, length is 3 ~ 5mm, root diameter (RD) is 1 ~ 3mm.One end of thorn plate 9 is provided with flange, and flange is provided with bolt hole.Four blocks of thorn plates 9 are separately positioned on the surrounding of composite material square tube 11, sting the barbed facing to composite material square tube 11 of plate 9, and the flange of thorn plate 9 is all arranged on the link of composite material square tube 11.Epoxy glue layer 7 is provided with between thorn plate 9 and composite material square tube 11, first steel thorn of thorn plate 9 inserts composite material square tube 11, the opposite side of thorn plate 9 is enclosed with aryl fiber cloth 8, aryl fiber cloth 8 impregnated of epoxide-resin glue, the flange of thorn plate 9 is fixedly connected with shrouding 15, shrouding 15 is provided with the first bolt hole.Concrete, shrouding 15 surrounding is provided with the 3rd bolt hole be connected with flange, and middle part is provided with the first bolt hole be connected with high-strength bolt 4.One end of high-strength bolt 4 is fixedly connected with bolt sphere 3, and the other end of high-strength bolt 4 is fixedly connected with shrouding 15 by the first bolt hole of shrouding 15.Discrete steel flange connects into as a whole by the existence of shrouding, and when preventing joints, each flange can not the jointly stressed and hidden danger destroyed one by one, further ensures the overall performance of structure.Discrete flanged (FLGD) thorn plate tightly bonds together by aryl fiber cloth, improve the globality of structure, when preventing thorn plate stressed, steel thorn is pulled out, and further increases the intensity of node, decrease steel thorn plate and extraneous direct contact surface to amass, reduce the anticorrosion cost stinging plate.Joint is produced on engineering and completes, and manufacturing process is to composite material cross section without weakening, and make precision and ensured by factory, site assembly is quick, and assembled expense is low, and the duration is short.Without the applying of pretightning force in process, need not worry that composite material is crept the depression of bearing force problem caused.
Wherein, composite tube joint 2 comprises high-strength bolt 4, epoxy glue layer 7, aryl fiber cloth 8, composite tube 12, connects drum 13 and the second steel thorn.The bottom connecting drum 13 is provided with the second bolt hole, and the sidewall connecting drum 13 is provided with the first through hole.Preferably, the sidewall connecting drum 13 is evenly distributed with the first through hole, and the spacing of the first through hole is 4 ~ 10mm, diameter is 1 ~ 3mm.Composite tube 12 is stretched into by the opening connecting drum 13 and connects drum 13, is provided with epoxy glue layer 7 between composite cylinder 12 and connection drum 13.Steel transfixation is crossed through hole and is inserted composite tube 12.The outside connecting drum 13 is enclosed with aryl fiber cloth 8, and aryl fiber cloth 8 impregnated of epoxide-resin glue.One end of high-strength bolt 4 is fixedly connected with bolt sphere 3, and the other end of high-strength bolt 4 is fixedly connected with by the second bolt hole connected bottom drum 13 and connects drum 13.Thrust composite tube by steel, achieve steel thorn and cementing composite joint, this composite joint mode can provide required node strength for structure, effectively plays the advantage of composite material high strength degree.When aryl fiber cloth prevents connection drum stressed, steel thorn is pulled out, and the further intensity improving connected node, decreases connection drum and extraneous direct contact surface amasss, and reduces the anticorrosion cost of connection drum.Joint is produced on engineering and completes, and manufacturing process is to composite material cross section without weakening, and make precision and ensured by factory, site assembly is quick, and assembled expense is low, and the duration is short.Without the applying of pretightning force in process, need not worry that composite material is crept the depression of bearing force problem caused.
Refer to shown in Fig. 7, wherein, also comprise sleeve 5, sleeve 5 is enclosed within high-strength bolt 4.Also comprise pin 6, high-strength bolt 4 side is provided with groove, sleeve 5 is provided with the second through hole, and pin 6 stretches into groove by the second through hole.Composite material square-tube joint 1 is all connected with bolt sphere 3 by high-strength bolt 4 with composite tube joint 2, during installation, after high-strength bolt 4 is tentatively screwed into bolt sphere 3, namely inserted in the groove arranged in the middle part of high-strength bolt 4 bar by the pin 6 of top loading with wrench moving sleeve 5(sleeve 5), when sleeve 5 rotates, drive high-strength bolt 4 to rotate by pin 6 to tighten to bolt sphere 3, due to the movement of high-strength bolt 4, the pin 6 be fixed on sleeve 5 is also moved to subtend groove rear end gradually, till the groove rear end of through high-strength bolt 4, the effect of this groove is that node is not easily produced is loosening.
Bolt sphere 3 is provided with multiple bolt hole.Multiple jointing can be connected.
The method of attachment of a kind of composite material rack, comprises the following steps:
1), composite material square-tube joint 1 and composite tube joint 2 is made;
2), bolt sphere 3 node is made;
3), by the composite material square-tube joint 1 completed be screwed into bolt sphere 3 with the high-strength bolt 4 of composite tube joint 2, reach precalculated position, complete jiont treatment.
embodiment 1
Refer to shown in Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5, Fig. 6 and Fig. 7:
First, after epoxide-resin glue is coated on flanged (FLGD) barbed surface of thorn plate 9, under being placed in pressurized equipment, with the external surface of pressurized equipment by the first steel thorn press-in composite material square tube 11 of thorn plate 9; Repeat said process, complete the press-in of residue three flanged thorn plate 9 first steel thorn piece by piece, be wrapped in discrete thorn plate 9 external surface with the aryl fiber cloth 8 that impregnated of epoxide-resin glue 7, discrete flanged thorn plate 9 colligation is become as a whole; One end of high-strength bolt 4 is allowed to connect first bolt hole at the middle part on shrouding 15, sleeve 5 and pin 6 is installed again on the shank of bolt stretched out, then with switching high-strength bolt 10, four pieces of discrete flanges are connected with shrouding 15, complete the making of composite material square-tube joint 1.
Secondly, high-strength bolt 4 by connecting the second bolt hole bottom drum 13, sleeve 5 and pin 6 is installed again on the shank of bolt stretched out, then insert after composite tube 12 connector area being coated epoxide-resin glue and connect drum 13, with hammer, the first through hole connected on drum 13 sidewall being crossed in steel transfixation knocks in composite tube 12 one by one, the outside connecting drum 13 is wrapped in the aryl fiber cloth 8 that impregnated of epoxide-resin glue, fill the space between hole and composite tube 12 with epoxide-resin glue again, complete the making of composite tube joint 2.
After treating epoxy resin adhesive curing, composite material square-tube joint 1 and composite tube joint 2 are transported to construction and installation scene be connected, composite material square-tube joint 1 is all connected with bolt sphere 3 by high-strength bolt 4 with composite tube joint 2, during installation, after high-strength bolt 4 is tentatively screwed into bolt sphere 3, namely inserted in the groove arranged in the middle part of high-strength bolt 4 bar by the pin 6 of top loading with wrench moving sleeve 5(sleeve 5), when sleeve 5 rotates, drive high-strength bolt 4 to rotate by pin 6 to tighten to bolt sphere 3, due to the movement of high-strength bolt 4, the pin 6 be fixed on sleeve 5 is also moved gradually after subtend groove, till the deep trouth place of through high-strength bolt 4, the effect of this deep trouth is that node is not easily produced is loosening.
Composite material connection jiont for net frame point of the present invention has the following advantages:
1, cover the reliable connection of pipe the most frequently used in space truss structure and square tube two kinds of closed section section bars, node type of attachment is comprehensive, substantially solves the node connectivity problem that composite material closed section section bar is applied in space truss structure.
2, thrust composite material pipe by steel, achieve steel thorn and cementing composite joint, this composite joint mode can provide required node strength for structure, effectively plays the advantage of composite material high strength degree;
3, discrete flanged thorn plate tightly bonds together by aryl fiber cloth, improve the globality of structure, when preventing thorn plate stressed, steel thorn is pulled out, and further increases the intensity of node, decrease thorn plate and extraneous direct contact surface to amass, reduce the anticorrosion cost stinging plate; When aryl fiber cloth prevents connection drum stressed, steel thorn is pulled out, and the further intensity improving connected node, decreases connection drum and extraneous direct contact surface amasss, and reduces the anticorrosion cost of connection drum;
4, joint is produced on factory and completes, and manufacturing process is to composite material cross section without weakening, and make precision and ensured by factory, site assembly is quick, and assembled expense is low, and the duration is short.
5, in process without the applying of pretightning force, need not worry that composite material is crept the depression of bearing force problem caused;
6, the Flange joint of discrete thorn plate is become as a whole by the existence of shrouding, and when preventing joints, each flange can not the jointly stressed and hidden danger destroyed one by one, further ensures the overall performance of structure.
Claims (5)
1. a composite material connection jiont for net frame point, it is characterized in that, comprise composite material square-tube joint (1), composite tube joint (2) and bolt sphere (3), described composite material square-tube joint (1) is all connected with bolt sphere (3) by high-strength bolt (4) with composite tube joint (2), described composite material square-tube joint (1) comprises high-strength bolt (4), epoxy glue layer (7), aryl fiber cloth (8), four pieces of thorns plate (9), composite material square tube (11) and shrouding (15), the side band first steel thorn of described thorn plate (9), one end of described thorn plate (9) is provided with flange, four pieces of described thorn plates (9) are separately positioned on the surrounding of described composite material square tube (11), described thorn plate (9) barbed facing to described composite material square tube (11), the flange of described thorn plate (9) is all arranged on the link of described composite material square tube (11) and described bolt sphere (3), described epoxy glue layer (7) is provided with between described thorn plate (9) and described composite material square tube (11), first steel thorn of described thorn plate (9) inserts described composite material square tube (11), the opposite side of described thorn plate (9) is enclosed with described aryl fiber cloth (8), described aryl fiber cloth (8) impregnated of epoxide-resin glue, the flange of described thorn plate (9) is fixedly connected with described shrouding (15), (15) are provided with the first bolt hole to described shrouding, one end of described high-strength bolt (4) is fixedly connected with described bolt sphere (3), the other end of described high-strength bolt (4) is fixedly connected with described shrouding (15) by described first bolt hole, described composite tube joint (2) comprises high-strength bolt (4), epoxy glue layer (7), aryl fiber cloth (8), composite tube (12), connect drum (13) and the second steel thorn (14), the bottom of described connection drum (13) is provided with the second bolt hole, the sidewall of described connection drum (13) is provided with the first through hole, described composite tube (12) stretches into described connection drum (13) by the opening of described connection drum (13), described epoxy glue layer (7) is provided with between described composite tube (12) and described connection drum (13), described second steel thorn (14) inserts described composite tube (12) by described first through hole, the outside of described connection drum (13) is enclosed with described aryl fiber cloth (8), described aryl fiber cloth (8) impregnated of epoxide-resin glue, one end of described high-strength bolt (4) is fixedly connected with described bolt sphere (3), the other end of described high-strength bolt (4) is fixedly connected with described connection drum (13) by described second bolt hole, also comprise sleeve (5), described sleeve (5) is enclosed within described high-strength bolt (4), (3) are provided with multiple bolt hole to described bolt sphere.
2. composite material connection jiont for net frame point as claimed in claim 1, it is characterized in that, the barbed face of described thorn plate (9) is evenly distributed with the first steel thorn, the cross section of described first steel thorn is circular, and the spacing of described first steel thorn is 4 ~ 10mm, length is 3 ~ 5mm, root diameter (RD) is 1 ~ 3mm.
3. composite material connection jiont for net frame point as claimed in claim 1, it is characterized in that, the sidewall of described connection drum (13) is evenly distributed with the first through hole, and the spacing of described first through hole is 4 ~ 10mm, diameter is 1 ~ 3mm.
4. composite material connection jiont for net frame point as claimed in claim 1, it is characterized in that, also comprise pin (6), the side of described high-strength bolt (4) is provided with groove, (5) are provided with the second through hole with described sleeve, and described pin (6) stretches into described groove by described second through hole.
5. the method for attachment of composite material rack, is characterized in that, comprises the following steps:
1), make composite material square-tube joint (1): described composite material square-tube joint (1) comprises high-strength bolt (4), aryl fiber cloth (8), four pieces of thorns plate (9), composite material square tube (11) and shrouding (15), prepare described thorn plate (9), the side band first steel thorn of described thorn plate (9), one end of described thorn plate (9) is provided with flange, after epoxide-resin glue is coated in the barbed face of described thorn plate (9), under being placed in pressurized equipment, with the external surface of pressurized equipment by the first steel thorn press-in composite material square tube (11) of described thorn plate (9), repeat said process, complete the press-in of the first steel thorn of the described thorn plate (9) of residue three piece by piece, be wrapped in the external surface of discrete described thorn plate (9) with the aryl fiber cloth (8) that impregnated of epoxide-resin glue, (15) are provided with the first bolt hole to described shrouding, one end of described high-strength bolt (4) is fixedly connected with described shrouding (15) by described first bolt hole, the flange of described thorn plate (9) is fixedly connected with described shrouding (15), completes the making of composite material square-tube joint 1, make composite tube joint (2): described composite tube joint (2) comprises high-strength bolt (4), aryl fiber cloth (8), composite tube (12), connect drum (13) and the second steel thorn (14), the bottom of described connection drum (13) is provided with the second bolt hole, the sidewall of described connection drum (13) is provided with the first through hole, described high-strength bolt (4) is fixedly connected with described connection drum (13) by described second bolt hole, described connection drum (13) is inserted after the connector area of described composite tube (12) is coated epoxide-resin glue, the first through hole steel transfixation crossed on described connection drum (13) sidewall is knocked in described composite tube (12) one by one, the described outside connecting drum (13) is wrapped in the described aryl fiber cloth (8) that impregnated of epoxide-resin glue, the space between hole and composite tube (12) is filled again with epoxide-resin glue, complete the making of described composite tube joint (2),
2), bolt sphere (3) node is made;
3), by the composite material square-tube joint (1) completed and the high-strength bolt (4) of composite tube joint (2) be screwed into bolt sphere (3), reach precalculated position, complete jiont treatment.
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN86207027U (en) * | 1986-09-22 | 1987-08-05 | 铁道部建厂工程局勘测设计院 | Junction of netted suspension rail |
| JPH08128115A (en) * | 1994-10-31 | 1996-05-21 | Kawatetsu Steel Prod Corp | Spherical joint for space truss and member-jointed space truss structure using the joint |
| JPH10338967A (en) * | 1997-06-09 | 1998-12-22 | Artes:Kk | Column-beam joint structure of steel frame structure |
| CN2479089Y (en) * | 2001-05-25 | 2002-02-27 | 四川亿赛建设工程有限公司 | Stainless steel composite shrouding steel mesh frame joint |
| CN203008136U (en) * | 2012-12-25 | 2013-06-19 | 中铁第四勘察设计院集团有限公司 | Concrete-filled steel tubular column and reinforced concrete beam middle joint connection structure |
| CN203066245U (en) * | 2013-01-25 | 2013-07-17 | 东南大学 | Stab plate type glued composite connector used for FRP (fiber reinforced plastic) section |
| CN203440918U (en) * | 2013-07-19 | 2014-02-19 | 东南大学 | Composite material net rack connection node |
-
2013
- 2013-07-19 CN CN201310305835.3A patent/CN103397702B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN86207027U (en) * | 1986-09-22 | 1987-08-05 | 铁道部建厂工程局勘测设计院 | Junction of netted suspension rail |
| JPH08128115A (en) * | 1994-10-31 | 1996-05-21 | Kawatetsu Steel Prod Corp | Spherical joint for space truss and member-jointed space truss structure using the joint |
| JPH10338967A (en) * | 1997-06-09 | 1998-12-22 | Artes:Kk | Column-beam joint structure of steel frame structure |
| CN2479089Y (en) * | 2001-05-25 | 2002-02-27 | 四川亿赛建设工程有限公司 | Stainless steel composite shrouding steel mesh frame joint |
| CN203008136U (en) * | 2012-12-25 | 2013-06-19 | 中铁第四勘察设计院集团有限公司 | Concrete-filled steel tubular column and reinforced concrete beam middle joint connection structure |
| CN203066245U (en) * | 2013-01-25 | 2013-07-17 | 东南大学 | Stab plate type glued composite connector used for FRP (fiber reinforced plastic) section |
| CN203440918U (en) * | 2013-07-19 | 2014-02-19 | 东南大学 | Composite material net rack connection node |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105297918A (en) * | 2015-10-19 | 2016-02-03 | 中铁第四勘察设计院集团有限公司 | Pillar top node of steel grid plant |
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