CN102191821B - Energy dissipation diagonal bracing device - Google Patents
Energy dissipation diagonal bracing device Download PDFInfo
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- CN102191821B CN102191821B CN201110079059.0A CN201110079059A CN102191821B CN 102191821 B CN102191821 B CN 102191821B CN 201110079059 A CN201110079059 A CN 201110079059A CN 102191821 B CN102191821 B CN 102191821B
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- axle center
- bracing device
- connection reinforcement
- energy
- plate body
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Abstract
The invention relates to an energy dissipation diagonal bracing device. The energy dissipation diagonal bracing device comprises a bracing component and a group of surrounding bundle components of which the side edges are fixed to the bracing component so as to form a surrounding bundle state of the bracing component, wherein the surrounding bundle components comprise one or more plate bodies parallel to the bracing component, and more than one connection reinforcement bodies vertically connected with the plate bodies. Due to reinforced bracing action produced by the connection reinforcement bodies, a surrounding bundle bracing effect of the surrounding bundle components can be reinforced, and the buckling restrained diagonal bracing efficiency of the energy dissipation diagonal bracing device can be improved.
Description
Technical field
The present invention is a kind of strengthening bracing device that applies to building and various civil engineerings, espespecially a kind of energy-dissipating bracing device that can improve bundle inclined strut usefulness.
Background technology
In order to strengthen structure toughness and the support strength of building and various civil engineerings, tend to arrange the energy-dissipating bracing device that forms oblique support between the crossbeam of building and column, use axial toughness, the strengthening structure that provides suitable and eliminate the usefulness such as vibration energy, for this problem, the previous development and Design of applicant goes out the energy-dissipating bracing device as shown in the Patent Cases such as the TaiWan, China letters patent book number No. M256407 support structure material of energy dissipating " can " and TaiWan, China letters patent book number No. I245828 " energy-dissipating bracing device ".
In M256407 Patent Case and I245828 Patent Case, in the upper and lower side of supporting component, be to utilize one group of individual layer sheet material or flat frame material to be coated axle center member and form and enclose bundle structure.Yet it is still appropriate not that the bundle system that simple individual layer sheet material or flat frame material can provide adds competent structure, be not enough to allow the axle center member of energy-dissipating bracing device obtain enough bundle supporting roles of enclosing, directly affect energy-dissipating bracing device in the effect of implementing to use.
Summary of the invention
For solve existing energy-dissipating bracing device relevant for enclosing existing problem and the restriction of enclosing bundle support effect deficiency of bundle structure, inventor's development and Design goes out a kind of energy-dissipating bracing device that Shu Xiaoguo is enclosed in strengthening that has.The present invention is the connection reinforcement body more than the plate body of the confinement structure of energy-dissipating bracing device is provided with together, utilize connection reinforcement body to carry out the structural strength of reinforcement confinement structure, use improve enclose that bundle structure produces supporting component enclose bundle support effect, effectively improve the bundle inclined strut usefulness of energy-dissipating bracing device.
The technological means that the present invention uses is to be to provide a kind of energy-dissipating bracing device, comprising:
One supporting component, comprise an above elongated axle center member, each axle center member comprises a support axial region and two connectors that are linked to respectively these support axial region two ends, and this support axial region is provided with more than one group symmetrical side, is provided with the non-linear lateral margin of the recessed edge of a tool in each symmetrical side; And
Two confinement structures, with lateral margin, set firmly on the relative contact that is incorporated into this supporting component respectively and this axle center member is formed enclose bundle form, each confinement structure includes a microscler plate body that is parallel to above the symmetrical side of this support axial region, and two fixedly connected in the connection reinforcement body of these microscler plate body both sides with vertical topography respectively, the connection reinforcement body of the corresponding side of two confinement structures is to be directly connected.
The technological means that the present invention uses is to be to provide a kind of energy-dissipating bracing device, it is characterized in that, comprising:
One supporting component, comprise that a coupling member that is positioned at centre position, two are elongated and lay respectively at the axle center member of the upper and lower side of this coupling member, each axle center member comprises it being to be provided with a support axial region and two connectors that are linked to respectively these support axial region two ends, and this support axial region is respectively arranged with and is formed with more than one recessed edge in symmetrical side; And
Two confinement structures, with lateral margin, set firmly on the relative contact that is incorporated into this supporting component respectively and this axle center member is formed enclose bundle form, each confinement structure includes a microscler plate body that is parallel to above the symmetrical side of this support axial region, and two fixedly connected in the connection reinforcement body of these microscler plate body both sides with vertical topography respectively, each connection reinforcement body is to be directly engaged in this coupling member.
Aforesaid energy-dissipating bracing device, confinement structure wherein comprise one with the spaced inner plate body of described microscler plate body, the both sides of this inner plate body are fixedly connected in described connection reinforcement body.
Energy-dissipating bracing device provided by the present invention, confinement structure is designed to possess to the reinforcing support form of connection reinforcement body, can strengthen the structural strength of confinement structure, and supporting component is produced enclose bundle support effect, effectively improve the bundle inclined strut usefulness of energy-dissipating bracing device.
accompanying drawing explanation
Fig. 1 is the perspective exploded view of the present invention's the 1st preferred embodiment.
Fig. 2 is the combining structure schematic diagram of the present invention's the 1st preferred embodiment.
Fig. 3 to Fig. 6 is the present invention's the 2nd structural representation to the set supporting component of the 5th preferred embodiment.
Fig. 7 to Figure 10 is the stereochemical structure configuration schematic diagram of the present invention's the 6th to the 9th preferred embodiment.
[primary clustering symbol description]
A--supporting component
10--axle center member 11--supports axial region
The recessed edge 12--of 112--connector
122--combined hole
20--side keeper 21--flange
30--confinement structure 31--inner plate body
The outer plate body 33--connection reinforcement body of 32--
34--build-in material 35--plate body
40--coupling member
The specific embodiment
For understanding in detail technical characterictic of the present invention and practical effect, and can implement according to the content of manual, hereby, further with the preferred embodiment as shown in graphic, be described in detail as follows:
The present invention can install the crossbeam of civil engineerings such as applying to building or bridge and the energy-dissipating bracing device between column for a kind of, the category using for the invention process is not done specific restriction, as shown in the drawings, the present invention includes a supporting component A and one group to set firmly in conjunction with and this supporting component A is formed with lateral margin and this supporting component A the confinement structure 30 that encloses bundle form; Wherein, this confinement structure 30 is to comprise that is parallel to the plate body that this supporting component A arranges above, and the connection reinforcement body 33 that is linked to this plate body together with vertical topography, the reinforcing support effect that utilizes this connection reinforcement body 33 to produce, that strengthens confinement structure 30 encloses bundle support effect, improves the bundle inclined strut usefulness of energy-dissipating bracing device.
Refer to the preferred embodiment shown in Fig. 1,2, the supporting component A of this embodiment includes an axle center member 10 that is long shaped plate sheet, and two side keepers 20 of being located at respectively the long shaped plate sheet of these axle center member 10 both sides, and be provided with two confinement structures 30 that lay respectively at upper and lower side and combine with both sides keeper 20; Wherein:
This axle center member 10 and both sides keeper 20 can utilize cutting implement longitudinally to cut formed three-chip type member in two side positions by same microscler sheet material, use and take maximum business efficiency to utilize board-like material, and also can further utilize machining machine and tool, the thickness of axle center member 10 is processed into the thickness that thickness is slightly less than side keeper 20; This axle center member 10 forms one in the axial position in stage casing and supports axial region 11, is respectively arranged with formation is trapezoidal recessed edge 112 without exception in the both sides of this supports axial region 11, allows the non-linear lateral margin of recessed edge 112 forms of both sides formation tool of axle center member 10; In the two ends of axle center member 10, respectively form a connector 12, in this connector 12, be distributed with combined hole 122, use and axle center member 10 can be locked be loaded on the corresponding position of corresponding crossbeam or column;
The length of this both sides keeper 20 is slightly short compared with axle center member 10, and coordinate the set recessed edge 112 of axle center member 10, in the opposite position of both sides keeper 20, be respectively convexly equipped with formation and be trapezoidal flange 21 without exception, allow and form concavo-convex matched form between axle center member 10 and the non-linear lateral margin of both sides keeper 20, and stay the gap of establishing the suitable distance of a tool between the recessed edge 112 of axle center member 10 and the flange 21 of side keeper 20;
This two confinement structure 30 is to comprise the connection reinforcement body 33 that the outer plate body 32 of an inner plate body 31, one and is linked to inside and outside plate body 31,32 midline positions, allows these confinement structure 30 Formation cross-sections be I-shaped strengthening support structure; The lateral margin of this inner plate body 31 is fixedly connected with the corresponding side of corresponding side keeper 20 in modes such as welding or screw locks, allows 30 pairs of axle center members of confinement structure 10 form and encloses bundle form;
So, utilize the assembling of aforesaid axle center member 10, both sides keeper 20 and two confinement structures 30 to link, group forms energy-dissipating bracing device as shown in Figure 2.
Supporting component A be as shown in Figure 3 utilize cutting implement each cut-space of microscler sheet material both sides form one be positioned in the middle of axial location and both sides be respectively provided with the axle center member 10 of two recessed edge 112 and four side keepers 20 that lay respectively at these axle center member 10 both sides and be set in distance.
Supporting component A as shown in Figure 4 utilizes cutting implement to approach the wherein both sides of one end at microscler sheet material to start, each cutting forms together towards central curved arc and extends after a segment distance towards the axially extended cut channel in other one end, the axle center member 10 of axial location in the middle of formation one is positioned at, and two side keepers 20 that lay respectively at these axle center member 10 both sides.
Supporting component A as shown in Figure 5 utilizes cutting implement to start on the both sides in the centre position of microscler sheet material both sides, each cutting forms together towards central curved arc and extends after a segment distance the axially extended cut channel towards two ends respectively, the axle center member 10 of axial location in the middle of formation one is positioned at, and four side keepers 20 that lay respectively at these axle center member 10 both sides and be set in distance.
Supporting component A is as shown in Figure 6 that the position that utilizes cutting implement to approach two ends in microscler sheet material both sides starts, each cutting forms together towards central curved arc and extends after a segment distance respectively towards the axially extended cut channel in sheet material middle part, the axle center member 10 of axial location in the middle of formation one is positioned at, and four side keepers 20 that lay respectively at these axle center member 10 both sides and be set in distance.
Refer to the preferred embodiment shown in Fig. 7, the supporting component A of this embodiment is provided with one to be long shaped plate sheet and to be positioned at the coupling member 40 in centre position, two axle center members 10 that are long shaped plate sheet and lay respectively at these coupling member 40 upper and lower sides, and is provided with two confinement structures 30 that lay respectively at upper and lower side; Wherein:
This coupling member 40 is by two layers or more microscler shape sheet material superimposed composition, and this two axle center member 10 is the upper and lower sides that are positioned at this coupling member 40, and the both sides of each axle center member 10 are equipped with the non-linear lateral margin that is recessed edge 112 forms; This confinement structure 30 is to comprise a microscler plate body 35 and two connection reinforcement bodies 33 that are individually fixed in these microscler plate body 35 both sides, allow confinement structure 30 form to possess twice connection reinforcement body 33 and cross section to be the strengthening support structure of H font, and the connection reinforcement body 38 of two confinement structure 30 corresponding sides can directly be connected or be engaged in this coupling member 40.
Embodiment as shown in Figure 8, this embodiment and difference embodiment illustrated in fig. 7 are to be: each axle center member 10 is respectively interval with the example of two recessed edge 112 in dual-side.
Embodiment as shown in Figure 9, this embodiment and difference embodiment illustrated in fig. 7 are to be: this confinement structure 30 is to comprise a spaced inner plate body 31 and an outer plate body 32, and two fixedly connected in inside and outside plate body 31 respectively, 32 both sides and medial margin are the connection reinforcement body 33 of outstanding form, allow confinement structure 30 form the strengthening support structure that possesses twice connection reinforcement body 33.
Embodiment as shown in figure 10, this embodiment and difference embodiment illustrated in fig. 9 are to be: each axle center member 10 is respectively interval with the example of two recessed edge 112 in dual-side.
Comprehensive aforesaid each embodiment, the main technical characterictic of the present invention is that the structure material that possesses connection reinforcement body 33 forms axle center member is formed to the confinement structure that encloses Shu Zuoyong, can strengthen enclosing that bundle structure produces encloses bundle support effect, effectively improve the bundle inclined strut usefulness of energy-dissipating bracing device.
The above, it is only preferred embodiment of the present invention, not the present invention is done to any pro forma restriction, under any, in technical field, have and conventionally know the knowledgeable, if within not departing from the scope of technical scheme that the present invention puies forward, utilize disclosed technology contents to do the local equivalent embodiment that changes or modify, and do not depart from technical scheme content of the present invention, all still belong in the scope of technical solution of the present invention.
Claims (6)
1. an energy-dissipating bracing device, comprising:
One supporting component, comprise an above elongated axle center member, each axle center member comprises a support axial region and two connectors that are linked to respectively these support axial region two ends, and this support axial region is provided with more than one group symmetrical side, is provided with the non-linear lateral margin of the recessed edge of a tool in each symmetrical side; And
Two confinement structures, set firmly on the relative contact that is incorporated into this supporting component with lateral margin respectively and this axle center member is formed enclose bundle form, it is characterized in that:
Each confinement structure includes a microscler plate body that is parallel to above the symmetrical side of this support axial region, and two fixedly connected in the connection reinforcement body of these microscler plate body both sides with vertical topography respectively, the connection reinforcement body of the corresponding side of two confinement structures is to be directly connected.
2. an energy-dissipating bracing device, comprising:
One supporting component, comprise that a coupling member that is positioned at centre position, two are elongated and lay respectively at the axle center member of the upper and lower side of this coupling member, each axle center member comprises it being to be provided with a support axial region and two connectors that are linked to respectively these support axial region two ends, and this support axial region is respectively arranged with and is formed with more than one recessed edge in symmetrical side; And
Two confinement structures, set firmly on the relative contact that is incorporated into this supporting component with lateral margin respectively and this axle center member is formed enclose bundle form, it is characterized in that:
Each confinement structure includes a microscler plate body that is parallel to above the symmetrical side of this support axial region, and two fixedly connected in the connection reinforcement body of these microscler plate body both sides with vertical topography respectively, and each connection reinforcement body is to be directly engaged in this coupling member.
3. energy-dissipating bracing device as claimed in claim 2, is characterized in that, wherein said coupling member is by two layers or more superimposed composition of microscler shape sheet material.
4. energy-dissipating bracing device as claimed in claim 3, is characterized in that, the connection reinforcement body of the corresponding side of wherein said two confinement structure is connected.
5. the energy-dissipating bracing device as described in claim 2,3 or 4, is characterized in that, wherein said confinement structure comprise one with the spaced inner plate body of described microscler plate body, the both sides of this inner plate body are fixedly connected in described connection reinforcement body.
6. energy-dissipating bracing device as claimed in claim 2, is characterized in that, the connection reinforcement body of the corresponding side of wherein said two confinement structure is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110079059.0A CN102191821B (en) | 2008-09-03 | 2008-09-03 | Energy dissipation diagonal bracing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110079059.0A CN102191821B (en) | 2008-09-03 | 2008-09-03 | Energy dissipation diagonal bracing device |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2008101475958A Division CN101666126B (en) | 2008-09-03 | 2008-09-03 | Energy-dissipating bracing device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102191821A CN102191821A (en) | 2011-09-21 |
| CN102191821B true CN102191821B (en) | 2014-03-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201110079059.0A Expired - Fee Related CN102191821B (en) | 2008-09-03 | 2008-09-03 | Energy dissipation diagonal bracing device |
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| Country | Link |
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| CN (1) | CN102191821B (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1607300A (en) * | 2003-04-25 | 2005-04-20 | 新日本制铁株式会社 | Joint structure of structure using gusset plate and the building |
| CN1718961A (en) * | 2004-07-09 | 2006-01-11 | 蔡崇兴 | No material consumption energy dissipation supporting device |
| TWM321445U (en) * | 2007-04-13 | 2007-11-01 | Chung-Shing Tsai | Fully separated bend-constrained inclined reinforced device |
| TWM324687U (en) * | 2007-02-16 | 2008-01-01 | Jung-Je Jou | Assembled steel frame buckling restraining and energy dissipating support device |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4649250B2 (en) * | 2004-11-26 | 2011-03-09 | 新日鉄エンジニアリング株式会社 | Seismic reinforcement joint structure |
-
2008
- 2008-09-03 CN CN201110079059.0A patent/CN102191821B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1607300A (en) * | 2003-04-25 | 2005-04-20 | 新日本制铁株式会社 | Joint structure of structure using gusset plate and the building |
| CN1718961A (en) * | 2004-07-09 | 2006-01-11 | 蔡崇兴 | No material consumption energy dissipation supporting device |
| TWM324687U (en) * | 2007-02-16 | 2008-01-01 | Jung-Je Jou | Assembled steel frame buckling restraining and energy dissipating support device |
| TWM321445U (en) * | 2007-04-13 | 2007-11-01 | Chung-Shing Tsai | Fully separated bend-constrained inclined reinforced device |
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| Publication number | Publication date |
|---|---|
| CN102191821A (en) | 2011-09-21 |
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Granted publication date: 20140319 Termination date: 20200903 |