CN206737120U - A kind of replaceable Prefabricated Concrete frame joint of the more circular hole splicing steel plates of beam-ends band - Google Patents
A kind of replaceable Prefabricated Concrete frame joint of the more circular hole splicing steel plates of beam-ends band Download PDFInfo
- Publication number
- CN206737120U CN206737120U CN201720500240.7U CN201720500240U CN206737120U CN 206737120 U CN206737120 U CN 206737120U CN 201720500240 U CN201720500240 U CN 201720500240U CN 206737120 U CN206737120 U CN 206737120U
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- end plate
- concrete
- replaceable
- circular hole
- cantilever beam
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Abstract
The utility model discloses a kind of replaceable Prefabricated Concrete frame joint of the more circular hole splicing steel plates of beam-ends band, including the precast concrete column with cantilever beam, more circular hole connectors and precast concrete beam, more circular hole connectors are fixedly connected with the precast concrete column with cantilever beam and precast concrete beam by end plate, it is arranged to replaceable joint form, web opens multiple circular holes;Its advantage is effectively to weaken the strength and stiffness in beam-ends section, consumed energy, plastic failure is betided beam-ends position first, avoids brittle break, improves the anti-seismic performance of structure;Perforate can be achieved and weaken quick-replaceable after position is destroyed, simple to install, consumption material is few, reduces expense, has certain economy.
Description
Technical field
It the utility model is related to a kind of replaceable Prefabricated Concrete frame joint of the more circular hole splicing steel plates of beam-ends band.
Background technology
Concrete structure has reasonable utilization of materials, and normability is good, and durability and fire resistance are preferable, and maintenance cost is low, just
Degree is big, and the advantages that being easy to gather materials on the spot, have a wide range of applications field.Reforming and opening up to the outside world in 30 years, concrete knot
The development of structure is extremely rapid, new material, the research of new technology, exploitation and popularization and application, to the construction of engineering structure, achieves frightened
The great achievement of people, its application expand day by day, no matter from the ground or underground, or even ocean, structural system is more diversified,
The number of plies increases, extended height, progressively position oneself at the forefront in the world, creates record new one by one.
About research show future 50 years, China probably occur it is especially big, there is destructive earthquake, earthquake meeting
A certain degree of negative effect is caused to Chinese society and economic development.So we are necessary to concrete structure bean column node
Performance comprehensively studied, and research and develop new ductile bean column node form, strengthen the anti-seismic performance of bean column node, and in reality
Applied in the engineering of border, reduce casualties and economic loss of the China in earthquake.
Strong column and weak beam is a structuring concept proposed from seismic design of structures angle.It is exactly that post is not broken prior to beam
It is bad, be locality, pillar, which destroys, to jeopardize the safety of total because beam, which destroys, belongs to component damage --- may be whole
Body collapses, and consequence is serious.So to ensure that post " relative " is safer, therefore want " strong column and weak beam ".The mentality of designing of weakening type node
It is by weakening to the beam away from certain distance at beam-to-column joint, promoting plastic hinge to occur and expand in beam weak point
Exhibition, greatly reduces the stress concentration phenomenon of node region, avoids node from occurring crack too early, to reach Ductility Design purpose,
Weak point is equivalent to the effect for serving fuse.Because plastic hinge in the weak point of beam occurs and extended so that longer
One section of beam almost enters plasticity simultaneously, that is, has been truly realized Ductility Design, has given full play to the plastic property of steel, greatly increased
The energy-dissipating property of structure.
Replacement and Repair problem after destruction is another research direction of building field.For being connected by screw bolts, carry
The replaceable component of splice plate, can solve the problems, such as to destroy building damage location quick-replaceable, simple to install, construction is simple, consumption
It is few with material, reduce expense.It is favourable to the repairing construction after destruction, reduce operating expenses, improve the efficiency of construction.
Utility model content
The utility model purpose provides a kind of replaceable Prefabricated Concrete frame joint of the more circular hole splicing steel plates of beam-ends band.
The utility model uses for reference the construction of domestic and international ductility joint, the loading characteristic and Energy Dissipation Mechanism of analysis node, proposes
A kind of novel joint constructs thinking, it is characterised in that including the precast concrete column with cantilever beam, more circular hole connectors and prefabricated
Beams of concrete, the precast concrete column with cantilever beam include longitudinal precast concrete column, cantilever beam in prefabricated post and
Cantilever beam end plate in prefabricated post, the cantilever beam end in described prefabricated post expose described longitudinal precast concrete column table
Face, the cantilever beam end in described prefabricated post are fixedly connected with the cantilever beam end plate in described prefabricated post, and described is prefabricated mixed
Solidifying Tu Liang includes horizontal concrete beam and beams of concrete end plate, and described horizontal concrete beam end is fixedly connected with described coagulation
Native beam end plate, described more circular hole connectors include more circular holes splicing steel plate and two connector end plates, and described more circular holes are spelled
Connect steel plate both ends and be respectively fixedly connected with connector end plate described in one piece, described two pieces of connector end plates respectively with it is described pre-
Cantilever beam end plate on post processed connects with described beams of concrete end plate, is arranged to replaceable joint form, and dog bone can be achieved
Quick-replaceable after section position is destroyed, simple to install, consumption material is few, reduces expense, has certain economy.
The cantilever beam end plate in the pre-buried described prefabricated post of cantilever beam end in described prefabricated post, described level are mixed
Coagulate the pre-buried described beams of concrete end plate of native beam end.The company described in one piece is respectively welded in described more circular holes splicing steel plate both ends
Fitting end plate, described more circular hole connector webs open multiple circular ports, effectively weaken the strength and stiffness in beam-ends section, ground
In beam-ends position, protect node from damage concentration of plastic deformation in earthquake centre.Two blocks of connector steel plates respectively with it is described prefabricated
Cantilever beam end plate and described beams of concrete end plate on post are connected with.
The beneficial effects of the utility model:The utility model is simple and practical, connects in normal concrete beams close to beam column
Place is met, using steel structure connecting member, more circular hole perforate shapes is made in connector web and carry out beam-ends weakening, are realized outside plastic hinge
Move, improve the deformability of node, effectively improve the anti-seismic performance of bean column node;In beams of concrete close to beam-ends junction
Pre-embedded steel slab, it is connected by screw bolts, more circular hole open-cell steel structure connecting members is turned into replaceable form, realize perforate section portion
Quick-replaceable after position is destroyed, simple to install, consumption material is few, and rehabilitation expense reduces.
Brief description of the drawings
Fig. 1 the utility model framework composition node drawings;
In Fig. 1,1-longitudinal precast concrete column;Cantilever beam in 2-prefabricated post;Cantilever beam-ends in 3-prefabricated post
Plate;4-horizontal concrete beam;5-beams of concrete end plate;6-more circular holes splicing steel plate;7-connector end plate;8-bolt.
Embodiment
Fig. 1 show a kind of replaceable Prefabricated Concrete frame joint of the more circular hole splicing steel plates of beam-ends band.Including band cantilever beam
Precast concrete column, more circular hole connectors and precast concrete beam, the precast concrete column with cantilever beam include longitudinal direction it is prefabricated
Concrete column 1, the cantilever beam end plate 3 on cantilever beam 2 and prefabricated post in prefabricated post, the end of cantilever beam 2 in prefabricated post are exposed
Longitudinal surface of precast concrete column 1, the end of cantilever beam 2 in prefabricated post is fixedly connected with the cantilever beam end plate 3 in prefabricated post, prefabricated
Beams of concrete includes horizontal concrete beam 4 and beams of concrete end plate 5, and the end of horizontal concrete beam 4 is fixedly connected with concrete beam end
Plate 5, more circular hole connectors include more circular holes splicing steel plate 6 and two connector end plates 7, more circular hole splicing steel plate 6 both ends difference
Be fixedly connected with one piece of connector end plate 7, two pieces of connector end plates 7 respectively with the cantilever beam end plate 3 and beams of concrete in prefabricated post
End plate 5 connects, and is arranged to replaceable joint form.
In this instantiation, the cantilever beam end plate 3 in the pre-buried prefabricated post in the end of cantilever beam 2 in prefabricated post, level is mixed
Coagulate the native pre-buried beams of concrete end plate 5 in the end of beam 4.One piece of connector end plate 7 is respectively welded in more circular hole splicing steel plate 6 both ends, more round
Hole connector web opens multiple circular ports, effectively weakens the strength and stiffness in beam-ends section, by concentration of plastic deformation in earthquake
In beam-ends position, protect node from damage.Two blocks of connector steel plates respectively with the cantilever beam end plate and concrete in prefabricated post
Beam end plate is connected with, and is arranged to replaceable joint form.
Preferred embodiment of the present utility model is the foregoing is only, it is all in this practicality not to limit the utility model
Within new spirit and principle, any modification, equivalent substitution and improvements made etc., guarantor of the present utility model should be included in
Within the scope of shield.
Claims (4)
1. a kind of replaceable Prefabricated Concrete frame joint of the more circular hole splicing steel plates of beam-ends band, it is characterised in that including with cantilever beam
Precast concrete column, more circular hole connectors and precast concrete beam, the precast concrete column with cantilever beam include longitudinal direction
Precast concrete column, the cantilever beam end plate on cantilever beam and prefabricated post in prefabricated post, the cantilever beam-ends in described prefabricated post
Described longitudinal precast concrete column surface is exposed in portion, and the cantilever beam end in described prefabricated post is fixedly connected described prefabricated
Cantilever beam end plate on post, described precast concrete beam include horizontal concrete beam and beams of concrete end plate, described level
Beams of concrete end is fixedly connected with described beams of concrete end plate, described more circular hole connectors include more circular holes splicing steel plate and
Two pieces of connector end plates, described more circular holes splicing steel plate both ends are respectively fixedly connected with the connector end plate described in one piece, described
Two pieces of connector end plates be connected respectively with the cantilever beam end plate in described prefabricated post and described beams of concrete end plate, set
Into replaceable joint form, quick-replaceable after dog bone section position is destroyed can be achieved, simple to install, consumption material is few, reduces
Expense, there is certain economy.
2. a kind of replaceable Prefabricated Concrete frame joint of the more circular hole splicing steel plates of beam-ends band as claimed in claim 1, its feature
The cantilever beam end plate being in the pre-buried described prefabricated post of the cantilever beam end in described prefabricated post, described Horizontal concrete
The pre-buried described beams of concrete end plate of beam end.
3. a kind of replaceable Prefabricated Concrete frame joint of the more circular hole splicing steel plates of beam-ends band as claimed in claim 1, its feature
It is, the connector end plate described in one piece, described more circular hole connectors are respectively welded in described more circular holes splicing steel plate both ends
Multiple circular ports are opened on web, effectively weaken the strength and stiffness in beam-ends section, by concentration of plastic deformation in beam-ends in earthquake
Position, protect node from damage.
4. a kind of replaceable Prefabricated Concrete frame joint of the more circular hole splicing steel plates of beam-ends band as claimed in claim 1, its feature
Be, two blocks of connector steel plates respectively with the cantilever beam end plate in described prefabricated post and described beams of concrete end plate bolt
Connection, is arranged to replaceable joint form, realizes that perforate weakens quick-replaceable after position is destroyed, simple to install, consumes material
It is few, reduce expense.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720500240.7U CN206737120U (en) | 2017-05-08 | 2017-05-08 | A kind of replaceable Prefabricated Concrete frame joint of the more circular hole splicing steel plates of beam-ends band |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720500240.7U CN206737120U (en) | 2017-05-08 | 2017-05-08 | A kind of replaceable Prefabricated Concrete frame joint of the more circular hole splicing steel plates of beam-ends band |
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CN206737120U true CN206737120U (en) | 2017-12-12 |
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CN201720500240.7U Expired - Fee Related CN206737120U (en) | 2017-05-08 | 2017-05-08 | A kind of replaceable Prefabricated Concrete frame joint of the more circular hole splicing steel plates of beam-ends band |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109763418A (en) * | 2018-12-24 | 2019-05-17 | 吴灿彬 | Beam-ends frame joint and its installation and replacement method |
CN110359553A (en) * | 2019-07-31 | 2019-10-22 | 西安建筑科技大学 | A kind of replaceable assembling frame beam column energy consumption connecting key |
CN110359554A (en) * | 2019-07-31 | 2019-10-22 | 西安建筑科技大学 | A kind of assembling frame Structure Beam-column energy consumption connecting key |
CN112942681A (en) * | 2021-03-15 | 2021-06-11 | 重庆大学 | Assembled truss concrete beam capable of being quickly replaced after earthquake |
CN112982192A (en) * | 2021-02-26 | 2021-06-18 | 中冶南方城市建设工程技术有限公司 | Flexible steel node is widened to old bridge convenient to installation is changed |
CN113931304A (en) * | 2021-08-11 | 2022-01-14 | 江西恒信检测集团有限公司 | Detachable clamping groove assembly type beam column joint connecting structure |
-
2017
- 2017-05-08 CN CN201720500240.7U patent/CN206737120U/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109763418A (en) * | 2018-12-24 | 2019-05-17 | 吴灿彬 | Beam-ends frame joint and its installation and replacement method |
CN110359553A (en) * | 2019-07-31 | 2019-10-22 | 西安建筑科技大学 | A kind of replaceable assembling frame beam column energy consumption connecting key |
CN110359554A (en) * | 2019-07-31 | 2019-10-22 | 西安建筑科技大学 | A kind of assembling frame Structure Beam-column energy consumption connecting key |
CN112982192A (en) * | 2021-02-26 | 2021-06-18 | 中冶南方城市建设工程技术有限公司 | Flexible steel node is widened to old bridge convenient to installation is changed |
CN112942681A (en) * | 2021-03-15 | 2021-06-11 | 重庆大学 | Assembled truss concrete beam capable of being quickly replaced after earthquake |
CN113931304A (en) * | 2021-08-11 | 2022-01-14 | 江西恒信检测集团有限公司 | Detachable clamping groove assembly type beam column joint connecting structure |
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GR01 | Patent grant | ||
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CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171212 Termination date: 20180508 |
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CF01 | Termination of patent right due to non-payment of annual fee |