CN204491827U - Can restore funcitons new structural systen - Google Patents

Can restore funcitons new structural systen Download PDF

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Publication number
CN204491827U
CN204491827U CN201520107581.9U CN201520107581U CN204491827U CN 204491827 U CN204491827 U CN 204491827U CN 201520107581 U CN201520107581 U CN 201520107581U CN 204491827 U CN204491827 U CN 204491827U
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CN
China
Prior art keywords
post
restore funcitons
line
new structural
strength prestressed
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
CN201520107581.9U
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Chinese (zh)
Inventor
陈云
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.)
Hainan University
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Hainan University
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Publication date
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Priority to CN201520107581.9U priority Critical patent/CN204491827U/en
Application granted granted Critical
Publication of CN204491827U publication Critical patent/CN204491827U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model is that one can restore funcitons new structural systen, belongs to Aseismic Structure System field.It forms primarily of post, beam, high-strength prestressed drag-line and replaceable dissipative member, post is separated with basis, the upper end of high-strength prestressed drag-line is anchored at the top of post, anchoring lower ends is on basis, connected by high-strength prestressed drag-line between post and beam, the two ends of replaceable dissipative member are arranged on adjacent post respectively.The utility model clear concept, easy construction, can when macroseism the safety of available protecting structure main bearing member, after being conducive to shake, impaired component reparation is changed simultaneously, can be widely used in the Important building structure of high intensity Zone.

Description

Can restore funcitons new structural systen
Technical field
The utility model relates to Aseismic Structure System field, and particularly one can restore funcitons new structural systen.
Background technology
Along with the progress of anti-seismic technology and the lifting of Levels of Social Economic Development, seismic design should progressively by design to resist progressive collapse to can restore funcitons design change.Can restore funcitons structure be the study hotspot of current seismic resistance field, be also the important development direction of following antidetonation.Traditional earthquake resistant structure focuses on the ductility strengthening structure, collapses, often cause larger damage to structure though good ductility and enough bearing capacities can avoid structure to produce when macroseism, more difficult reparation or cost dearly after shake.
Therefore, develop a kind of can after macroseism fast its normal usage function of quick-recovery restore funcitons structural system can just seem both urgent and meaningful especially.
Summary of the invention
In order to overcome after macroseism that current existing traditional anti-seismic structure exists permanent set more greatly and the weak point of not easily repairing, the utility model provide a kind of can after macroseism fast its normal usage function of quick-recovery can restore funcitons new structural systen.
The technical scheme that the utility model adopts is that one can restore funcitons new structural systen, it forms primarily of post, beam, high-strength prestressed drag-line and replaceable dissipative member, described post is separated with basis, the upper end of high-strength prestressed drag-line is anchored at the top of post, anchoring lower ends is on basis, connected by high-strength prestressed drag-line between described post and beam, the two ends of described replaceable dissipative member are arranged on adjacent post respectively.
Described post is reinforced concrete post or steel core concrete column or steel column.
Described beam is reinforced concrete beam or steel tube concrete beam or girder steel.
Described replaceable dissipative member is metal energy-consuming parts or viscoelasticity damping energy dissipation parts or frictional damping energy-consuming parts or composite damping energy-consuming parts.
Described respectively can to form component and can be prefabricated in the factory by restore funcitons new structural systen, transport to on-the-spot after install.
The utility model has following remarkable advantage:
(1) destruction of superstructure can effectively be alleviated.Compare current existing superstructure and the traditional anti-seismic structure that is completely fixed of basis, the utility model waves reaction by controlled when macroseism and effectively can alleviate superstructure and destroy.
(2) repair after being conducive to the shake of structure or change.The utility model mainly will consume energy and damage concentration at replaceable dissipative member, after being conducive to macroseism, replaceable dissipative member is repaired or is changed.
(3) after shake, permanent set is little.The utility model can provide self-resetting capability to structure by arranging high-strength prestressed drag-line in the structure, effectively reduces permanent set after the shake of structure.
The utility model can be used in the Important building structure of high intensity Zone, effectively can not only alleviate the destruction of structure main bearing member, and have good self-resetting capability, after shake, permanent set is little, easy construction, cost is reasonable, has a good application prospect.
Accompanying drawing explanation
Accompanying drawing is the structural representation of the utility model embodiment.
In accompanying drawing, numerology is as follows:
1-post; 2-beam; The high-strength prestressed drag-line of 3-; The replaceable dissipative member of 4-; 5-basis.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail.
As shown in drawings, the utility model is that one can restore funcitons new structural systen, it forms primarily of post 1, beam 2, high-strength prestressed drag-line 3 and replaceable dissipative member 4, described post 1 is separated with basis 5, the upper end of high-strength prestressed drag-line 3 is anchored at the top of post 1, anchoring lower ends is on basis 5, and connected by high-strength prestressed drag-line 3 between described post 1 and beam 2, the two ends of described replaceable dissipative member 4 are arranged on adjacent post 1 respectively.
Described post 1 is reinforced concrete post or steel core concrete column or steel column.
Described beam 2 is reinforced concrete beam or steel tube concrete beam or girder steel.
Described replaceable dissipative member 4 is metal energy-consuming parts or viscoelasticity damping energy dissipation parts or frictional damping energy-consuming parts or composite damping energy-consuming parts.
Described respectively can to form component and can be prefabricated in the factory by restore funcitons new structural systen, transport to on-the-spot after install.
The utility model effectively can not only alleviate the destruction of structure main bearing member, and has good self-resetting capability, and after shake, permanent set is little, is convenient to repair change.The utility model clear concept, easy construction, cost is reasonable, will be widely used in the Important building structure of high intensity Zone.

Claims (4)

1. one kind can restore funcitons new structural systen, it is characterized in that: it forms primarily of post, beam, high-strength prestressed drag-line and replaceable dissipative member, described post is separated with basis, the upper end of high-strength prestressed drag-line is anchored at the top of post, anchoring lower ends is on basis, connected by high-strength prestressed drag-line between described post and beam, the two ends of described replaceable dissipative member are arranged on adjacent post respectively.
2. according to claim 1 can restore funcitons new structural systen, it is characterized in that: described post is reinforced concrete post or steel core concrete column or steel column.
3. according to claim 1 can restore funcitons new structural systen, it is characterized in that: described beam is reinforced concrete beam or steel tube concrete beam or girder steel.
4. according to claim 1 can restore funcitons new structural systen, it is characterized in that: described replaceable dissipative member is metal energy-consuming parts or viscoelasticity damping energy dissipation parts or frictional damping energy-consuming parts or composite damping energy-consuming parts.
CN201520107581.9U 2015-02-13 2015-02-13 Can restore funcitons new structural systen Expired - Fee Related CN204491827U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520107581.9U CN204491827U (en) 2015-02-13 2015-02-13 Can restore funcitons new structural systen

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520107581.9U CN204491827U (en) 2015-02-13 2015-02-13 Can restore funcitons new structural systen

Publications (1)

Publication Number Publication Date
CN204491827U true CN204491827U (en) 2015-07-22

Family

ID=53571134

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520107581.9U Expired - Fee Related CN204491827U (en) 2015-02-13 2015-02-13 Can restore funcitons new structural systen

Country Status (1)

Country Link
CN (1) CN204491827U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104652599A (en) * 2015-02-13 2015-05-27 海南大学 Recoverable function novel structure system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104652599A (en) * 2015-02-13 2015-05-27 海南大学 Recoverable function novel structure system

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

Granted publication date: 20150722

Termination date: 20160213