CN104947789A - Energy dissipation brace device with inspection window holes - Google Patents
Energy dissipation brace device with inspection window holes Download PDFInfo
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- CN104947789A CN104947789A CN201410110933.6A CN201410110933A CN104947789A CN 104947789 A CN104947789 A CN 104947789A CN 201410110933 A CN201410110933 A CN 201410110933A CN 104947789 A CN104947789 A CN 104947789A
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- fenestra
- energy
- bracing device
- shaft member
- inspect
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Abstract
The invention discloses an energy dissipation brace device with inspection window holes. The energy dissipation brace device comprises a supporting assembly and an enclosing component surrounding the support assembly to form restrained supporting. The supporting assembly is provided with at least one supporting shaft piece. The two sides of each supporting shaft piece are provided with one or more concave flanges to form one or more load segments. The enclosing assembly comprises one or more sets of side positioning pieces corresponding to all the concave flanges and two restraining frame pieces abutting against the supporting assembly and fixedly connected with all the side positioning pieces respectively. All the restraining frame pieces are flat hollow pipes with the H-shaped section. At least one inspection window hole capable of inspecting the corresponding supporting shaft pieces and capable of being in any shape is correspondingly formed in the positions, corresponding to all the supporting shaft pieces, of the enclosing component. Inspection personnel can inspect the states of the supporting shaft pieces through the inspection window holes, and the structural safety of buildings is guaranteed.
Description
Technical field
The present invention relates to a kind of strengthening bracing or strutting arrangement applying to building and various civil engineering, particularly relate to and a kind of there is the energy-dissipating bracing device inspecting fenestra.
Background technology
For strengthening fracture toughness and the support strength of building and various civil engineering, general meeting arranges the energy-dissipating bracing device forming skewed horizontal load between the crossbeam and column of building, uses the usefulness such as axial toughness, strengthening structure and the elimination vibration energy providing suitable.For this problem, the previous development and Design successively of applicant goes out as No. M321445, TW certificate number number, No. M345092, TW certificate number number, the energy-dissipating bracing devices disclosed in Patent Case such as No. M345836, TW certificate number number and No. M3891426, TW certificate number number, energy-dissipating bracing device disclosed in these Patent Cases mainly comprises the support shaft member that is positioned at shaft core position, more than one group is arranged at the strong direction of principal axis that supports shaft member axle portion and forms the side keeper of support, and one can surround the confinement structure supporting shaft member axle portion, allow the axle portion supporting shaft member obtain by side keeper and confinement structure support and restrain effect, using generation when preventing support shaft member from acting in being stressed frustrates in the wrong.
The energy-dissipating bracing device of the various types that applicant had previously proposed, the difference that can meet various building supports demand, when building is out of shape by seismic forces or high wind effect, the lateral force that energy-dissipating bracing device help opposing earthquake or high wind can be utilized to cause, reduces the degree that building rolls.But after the earthquake or after high wind effect, when the structural safety of building is tested, confinement structure due to existing energy-dissipating bracing device is the comprehensive load section being coated with contained support shaft member, unless confinement structure is removed, otherwise whether reviewer cannot check the load section supporting shaft member to be damaged, become the great restriction during inspection of energy-dissipating bracing device structural safety, particularly because the high and constructional difficulties of the cost of confinement structure dismounting again, reviewer often can only skip the inspection whether being damaged to the support shaft member of energy-dissipating bracing device or being out of shape, form the secret worry in fabric structure safety.
Invention Inner holds
Exist be difficult to supporting the shaft member deficiency of inspecting and restriction for solving existing energy-dissipating bracing device, main purpose of the present invention is that proposition is a kind of and has the energy-dissipating bracing device inspecting fenestra, its mainly confinement structure correspond to support that the position of shaft member offers that at least one can be any shape inspect fenestra, reviewer can be allowed by inspecting fenestra to inspect the state supporting shaft member, solve existing energy-dissipating bracing device and cannot inspect the deficiency and restriction that support shaft member state, guarantee the structural safety of building.
The object of the invention is to adopt following technical scheme to realize.
What propose according to the present invention has the energy-dissipating bracing device inspecting fenestra, comprising:
One supporting component, it is provided with at least one and supports shaft member, this support shaft member is provided with one and links in the axle portion and two of long slab sheet the connector being located at these two ends, axle portion respectively, and the both sides in this axle portion are provided with more than one recessed edge and form more than one load section accordingly; And
One confinement structure, it is enclosed in this supporting component outside and forms contained supporting role, this confinement structure comprises more than the one group corresponding side keeper being located at each recessed edge position, and two are posted by this supporting component biside plate face respectively and link fixing contained framework with corresponding each side keeper, each contained framework is the tabular hollow pipe fitting of square-section and has the outer plate body that an inner plate body and reclining this supporting component is positioned at outside, this confinement structure respectively supports the position of shaft member in correspondence, respectively be provided with accordingly at least one can the corresponding support shaft member of intervisibility inspect fenestra.
Described has the energy-dissipating bracing device inspecting fenestra, and wherein each contained framework is in the position of each load section of correspondence, is respectively provided with at least one and runs through described in described inside and outside plate body and inspect fenestra.
Described has the energy-dissipating bracing device inspecting fenestra, and wherein at least one side keeper is in the position of each load section of correspondence, is respectively provided with to inspect fenestra described at least one.
Described has the energy-dissipating bracing device inspecting fenestra, and each side keeper of side is in the position of each load section of correspondence wherein, is respectively provided with to inspect fenestra described at least one.
Described has the energy-dissipating bracing device inspecting fenestra, and at least one side keeper of the support shaft member both sides described in one of them, in the position of each load section of correspondence, is respectively provided with and inspects fenestra described at least one.
Described has the energy-dissipating bracing device inspecting fenestra, and one of them contained framework, in the position of each load section of correspondence, is respectively provided with at least one and runs through described in described inside and outside plate body and inspect fenestra.
Described has the energy-dissipating bracing device inspecting fenestra, inspects the described contained framework of fenestra described in being wherein provided with, and inspects the quantity of fenestra for two or three described in set by each load fragment position of correspondence.
Described has the energy-dissipating bracing device inspecting fenestra, inspects the described side keeper of fenestra described in being wherein provided with, and inspects the quantity of fenestra for two or three described in set by each load fragment position of correspondence.
Described has the energy-dissipating bracing device inspecting fenestra, and wherein said supporting component comprises the support shaft member described in.
Described has the energy-dissipating bracing device inspecting fenestra, the recessed edge of wherein said each support shaft member in both sides accordingly described in each recessed one and the load section formed described in.
Described has the energy-dissipating bracing device inspecting fenestra, the recessed edge of wherein said each support shaft member in both sides accordingly described in each recessed two of interval and the load section formed described in two.
Described has the energy-dissipating bracing device inspecting fenestra, and wherein said each side keeper and each contained framework are that solder bond is fixed.
Described has the energy-dissipating bracing device inspecting fenestra, and wherein said each side keeper and each contained framework combine fixing with multiple bolt or rivet.
Described has the energy-dissipating bracing device inspecting fenestra, and the connector of wherein said support shaft member is set to tabular or has the crosswise of binding plate or the T-shaped with binding plate or the tabular had in conjunction with recess.
Described has the energy-dissipating bracing device inspecting fenestra, and the supporting component described in it comprises one in long slab sheet and the coupling member and two being positioned at centre position lays respectively at the described support shaft member of this coupling member relative to two sides.
Described has the energy-dissipating bracing device inspecting fenestra, and wherein said coupling member is made up of two-layer sheet material.
The beneficial effect that technical scheme proposed by the invention can obtain is, the present invention in the confinement structure of energy-dissipating bracing device be provided with can be any shape inspect fenestra, direct intervisibility can be got final product to the load section supporting shaft member by the outside of energy-dissipating bracing device, effectively with the structure of simplifying and cheap cost, reach the state allowing reviewer check easily to detect and support shaft member, guarantee the structural safety of building further, dark tool industry utilization benefit.
Below coordinating in graphic and the preferred embodiments of the present invention, setting forth the technological means that the present invention takes for reaching predetermined object further.
Accompanying drawing explanation
Fig. 1 to Figure 33 is the composition component decomposition map of the present invention the 1st to the 33rd preferred embodiment.
Wherein, Reference numeral:
A supporting component
10 support shaft member 11 axle portion
112 recessed edge 114 load sections
12 Lian Jie Head 122 Jie He Ban Block
124 in conjunction with recess
20 confinement structure 21 side keepers
212 flanges 214 inspect fenestra
22 restrain framework 222 Inner Ban Body
224 outer plate Body 226 inspect fenestra
30 coupling members
Detailed description of the invention
The present invention is the energy-dissipating bracing device that a kind of installation applies to the structural framing of building or bridge, as shown in each graphic disclosed embodiment, the present invention includes a supporting component A and and be enclosed in this supporting component A outside and form the confinement structure 20 restraining supporting role, wherein, this supporting component A comprises at least one support shaft member 10 in strip form, this support shaft member 10 is provided with an axle portion 11 and two in long slab sheet and links the connector 12 being located at these two ends, axle portion 11 respectively, this axle portion 11 is provided with more than one recessed edge 112 and forms non-linear lateral margin, and form more than one load section 114 accordingly in the position of this more than one recessed edge 112, this confinement structure 20 comprise more than one group corresponding be arranged at each support shaft member 10 each recessed edge 112 position and form the side keeper 21 of support, and two are posted by this supporting component A biside plate face respectively and link fixing contained framework 22 with corresponding each side keeper 21, this confinement structure 20 respectively supports the position of shaft member 10 in correspondence, respectively be provided with accordingly at least one can intervisibility corresponding support shaft member 10 and can be any shape inspect fenestra 214, 226, use to reach and get final product by the outside of energy-dissipating bracing device the state that Direct Test detects each support shaft member 10, group formation is a kind of has the energy-dissipating bracing device inspecting fenestra.
In the 1st preferred embodiment as shown in Figure 1, this energy-dissipating bracing device comprises a supporting component A and and is enclosed in this supporting component A outside and forms the confinement structure 20 restraining supporting role, the supporting component A of the present embodiment is the support shaft member 10 without exception in long slab sheet, and this support shaft member 10 has one and is positioned at axial position and axle portion in long slab sheet 11 and two is integrally linked to the connector 12 at these two ends, axle portion 11 respectively; Wherein, this axle portion 11 is the more than one recessed edge 112 of recessed formation accordingly in both sides, one is respectively formed accordingly in order to bear the load section 114 of external force in the position of each recessed edge 112, in embodiment as shown in the figure, in both sides each recessed recessed edge 112 and a formation load section 114 accordingly in this axle portion 11 of this support shaft member 10; This connector 12 is provided with the lithographic plate shape of multiple combined hole for plate EDS maps, use allow this support shaft member 10 can be fixed on corresponding crossbeam or column through bolt or the fixed component such as rivet or welding position is set.
Coated the enclosing of this confinement structure 20 is restrainted in outside, the axle portion 11 of this support shaft member 10, and comprise more than one group corresponding be arranged at this support shaft member 10 each recessed edge 112 position and be positioned at the strong axial side keeper 21 of this support shaft member 10, and two are posted by this support shaft member 10 biside plate face and the contained framework 22 linked with each side keeper 21 respectively; Wherein, both sides keeper 21 coordinates the recessed edge 112 set by this axle center component 10, the each projection of opposite position in both sides keeper 21 forms a flange 212 matched, allow between axle center component 10 and the non-linear lateral margin of both sides keeper 21 and form concavo-convex matched form, and be installed with a gap between the recessed edge 112 and the flange 212 of both sides keeper 21 of this axle center component 10; Preferably, this axle center component 10 can utilize cutting implement longitudinally to cut the three-chip type component formed in two side positions by same long slab material with both sides keeper 21, use and take maximum business efficiency to utilize board-like material, and also can utilize machining machine and tool further, the thickness of axle center component 10 is processed into the thickness that thickness is slightly less than both sides keeper 21.
Aforesaid two restrain the tabular hollow pipe fitting that framework 22 is square-section, it has the outer plate body 224 that an inner plate body 222 and reclining this supporting component A is positioned at outside, and allow two restrain frameworks 22 inner plate body 222 both side edges with welding or the mode such as screw lock or rivet fixedly connected with corresponding side keeper 21, allow this confinement structure 20 to this support shaft member 10 formation enclose bundle form; Two restrain frameworks 22 in should the position of load section 114 of back shaft part 10, respectively be provided with at least one run through inside and outside plate body 222,224 and can the corresponding load section 114 of intervisibility inspect fenestra 226, in embodiment as shown in the figure, two restrain frameworks 22 in the position of load section 114 respectively should being interval with three and inspecting fenestra 226, respectively inspect fenestra 226 and can be any shape, use the state can being inspected corresponding load section 114 by the outside of energy-dissipating bracing device easily.
In the 2nd preferred embodiment as shown in Figure 2, shown in this embodiment and Fig. 1, the difference of the 1st preferred embodiment is: the present embodiment to the position of load section 114 of back shaft part 10 respectively should being interval with three and inspecting fenestra 214 in both sides keeper 21, and is not restrained frameworks 22 in two and arranged and inspect fenestra 226.
In the 3rd preferred embodiment as shown in Figure 3, shown in this embodiment and Fig. 1, the difference of the 1st preferred embodiment is: the present embodiment in one of them contained framework 22 to the location interval of load section 114 of back shaft part 10 should being provided with three and inspecting fenestra 226.
In the 4th preferred embodiment as shown in Figure 4, shown in this embodiment and Fig. 1, the difference of the 1st preferred embodiment is: the present embodiment in one of them side keeper 21 and one of them contained framework 22 to the position of load section 114 of back shaft part 10 respectively should being interval with three and inspecting fenestra 214,226.
In the 5th preferred embodiment as shown in Figure 5, shown in this embodiment and Fig. 1, the difference of the 1st preferred embodiment is: the present embodiment in one of them side keeper 21 to the location interval of load section 114 of back shaft part 10 should being provided with three and inspecting fenestra 214.
In the 6th preferred embodiment as shown in Figure 6, shown in this embodiment and Fig. 1, the difference of the 1st preferred embodiment is: the present embodiment to should the position of load section 114 of back shaft part 10 in two side keepers 21 and two contained frameworks 22, be all respectively interval with three and inspects fenestra 214,226.
In the 7th preferred embodiment as shown in Figure 7, the supporting component A of this embodiment is provided with one and is long slab sheet and is positioned at the coupling member 30 in centre position, and two are long slab sheet and lay respectively at the support shaft member 10 of the relative two sides of this coupling member 30, wherein, this coupling member 30 is long slab material, two support the both sides that shaft member 10 is positioned at this coupling member 30, and each both sides supporting shaft member 10 are equipped with a recessed edge 112 and form non-linear lateral margin, form one accordingly in order to bear the load section 114 of external force in this recessed edge 112 position, the confinement structure 20 of the present embodiment comprise two groups respectively corresponding be arranged at two support shaft member 10 recessed edge 112 position and be positioned at the strong axial side keeper 21 of this support shaft member 10, and the contained framework 22 that two are posted by this supporting component A biside plate face respectively, and the corresponding lateral margin allowing two groups of side keepers 21, two restrain framework 22 and this coupling member 30 combines fixing with welding or the engagement means such as screw lock or rivet, allow this confinement structure 20 be formed this supporting component A and enclose bundle form, two restrain the tabular hollow pipe fitting that framework 22 is square-section, it has the outer plate body 224 that an inner plate body 222 and reclining this supporting component A is positioned at outside, and the position of the load section 114 of shaft member 10 is supported in corresponding two, respectively be provided with at least one runs through, outer plate body 222, 224 and can the corresponding load section 114 of intervisibility inspect fenestra 226, in embodiment as shown in the figure, two contained frameworks 22 are respectively interval with three in the position that corresponding two support the load section 114 of shaft member 10 and inspect fenestra 226, use the state can being inspected corresponding load section 114 by the outside of energy-dissipating bracing device easily.
In the 8th preferred embodiment as shown in Figure 8, shown in this embodiment with Fig. 7, the difference of the 7th good embodiment is: the present embodiment is respectively interval with three in the position that each side keeper 21 corresponding two supports the load section 114 of shaft member 10 and inspects fenestra 214, and does not inspect fenestra 226 in two contained frameworks 22 settings.
In the 9th preferred embodiment as shown in Figure 9, shown in this embodiment with Fig. 7, the difference of the 7th preferred embodiment is: the present embodiment supports the position of the load section 114 of shaft member 10 in one of them side keeper 21 and one of them contained framework 22 corresponding two, is respectively interval with three and inspects fenestra 214,226.
In the 10th preferred embodiment as shown in Figure 10, shown in this embodiment with Fig. 7, the difference of the 7th preferred embodiment is: the present embodiment supports the position of the load section 114 of shaft member 10 in wherein one group of side keeper 21 and one of them contained framework 22 corresponding two, is respectively interval with three and inspects fenestra 214,226.
In the 11st preferred embodiment as shown in figure 11, shown in this embodiment with Fig. 7, the difference of the 7th preferred embodiment is: the present embodiment supports the position of the load section 114 of shaft member 10 in each side keeper 21 and each contained framework 22 corresponding two, is all respectively interval with three and inspects fenestra 214,226.
In the 12nd preferred embodiment as shown in figure 12, shown in this embodiment and Figure 11, the difference of the 11st preferred embodiment is: the coupling member 30 of this embodiment is made up of two-layer sheet material, and the structure design of other parts is then identical.
In as shown in Figure 13 to Figure 18 the 13rd to the 18th preferred embodiment, shown in these embodiments with Fig. 1 to Fig. 2, Fig. 6 to Fig. 8 and Figure 12, the difference of the the 1st to the 2nd, the the 6th to the 8th and the 12nd preferred embodiment is: the support shaft member 10 of these embodiments is respectively interval with two recessed edge 112 in both sides accordingly and forms two load sections 114, and coordinate each load section 114 and be respectively provided with accordingly one group with the side keeper 21 of the concavo-convex coupling of corresponding recessed edge 112, the structure design of other parts is then identical.
In the 19th preferred embodiment as shown in figure 19, shown in this embodiment and Fig. 6, the difference of the 6th preferred embodiment is: the connector 12 of the support shaft member 10 of this embodiment is convexly equipped with a pair binding plate 122 and is crosswise, and being provided with multiple combined hole in each connector 12, the structure design of other parts is then identical.
In the 20th preferred embodiment as shown in figure 20, shown in this embodiment and Figure 12, the difference of the 12nd preferred embodiment is: the connector 12 of the support shaft member 10 of this embodiment is convexly equipped with a binding plate 122 and is T-shaped, and being provided with multiple combined hole in each connector 12, the structure design of other parts is then identical.
In as shown in Figure 21 to Figure 23 the 21st to the 23rd preferred embodiment, shown in these embodiment and Figure 13 to Figure 15, the difference of the 13rd to the 15th preferred embodiment is: the connector 12 of the support shaft member 10 of these embodiments is convexly equipped with a pair binding plate 122 and is crosswise, and being provided with multiple combined hole in each connector 12, the structure design of other parts is then identical.
In as shown in Figure 24 to Figure 26 the 24th to the 26th preferred embodiment, shown in these embodiment and Figure 16 to Figure 18, the difference of the 16th to the 18th preferred embodiment is: the connector 12 of the support shaft member 10 of these embodiments is convexly equipped with a binding plate 122 and is T-shaped, and being provided with multiple combined hole in each connector 12, the structure design of other parts is then identical.
In as shown in Figure 27 to Figure 33 the 27th to the 33rd preferred embodiment, shown in these embodiment with Figure 19 and Figure 21 to Figure 26, the difference of the 19th and the 21st to the 26th preferred embodiment is: the connector 12 of the support shaft member 10 of these embodiments is arranged with one in conjunction with recess 124 and is provided with multiple combined hole, and the structure design of other parts is then identical.
The foregoing is only in the preferred embodiments of the present invention; only illustrative for the purpose of the present invention; and it is nonrestrictive; in the spirit and scope that the claims in the present invention limit; the amendment that those skilled in the art can understand and carry out or equivalence change, and all will belong to claims of the present invention.
Claims (27)
1. there is the energy-dissipating bracing device inspecting fenestra, comprising:
One supporting component, it is provided with at least one and supports shaft member, this support shaft member is provided with one and links in the axle portion and two of long slab sheet the connector being located at these two ends, axle portion respectively, and the both sides in this axle portion are provided with more than one recessed edge and form more than one load section accordingly; And
One confinement structure, it is enclosed in this supporting component outside and forms contained supporting role, this confinement structure comprises more than the one group corresponding side keeper being located at each recessed edge position, and Er Fen Do is posted by this supporting component biside plate face and links fixing contained framework with corresponding each side keeper, each contained framework is the tabular hollow pipe fitting of square-section and has the outer plate body that an inner plate body and reclining this supporting component is positioned at outside, it is characterized in that:
This confinement structure respectively supports the position of shaft member in correspondence, be respectively provided with accordingly at least one can the corresponding support shaft member of intervisibility inspect fenestra.
2. according to claim 1 have the energy-dissipating bracing device inspecting fenestra, it is characterized in that, each contained framework, in the position of each load section of correspondence, is respectively provided with at least one and runs through described in described inside and outside plate body and inspect fenestra.
3. according to claim 2 have the energy-dissipating bracing device inspecting fenestra, it is characterized in that, wherein at least one side keeper is in the position of each load section of correspondence, is respectively provided with to inspect fenestra described at least one.
4. according to claim 2 have the energy-dissipating bracing device inspecting fenestra, it is characterized in that, each side keeper of side is in the position of each load section of correspondence wherein, is respectively provided with to inspect fenestra described at least one.
5. according to claim 2 have the energy-dissipating bracing device inspecting fenestra, it is characterized in that, at least one side keeper of the support shaft member both sides described in one of them, in the position of each load section of correspondence, is respectively provided with and inspects fenestra described at least one.
6. according to claim 1 have the energy-dissipating bracing device inspecting fenestra, it is characterized in that, wherein at least one contained framework is in the position of each load section of correspondence, is respectively provided with at least one and runs through described in described inside and outside plate body and inspect fenestra.
7. according to claim 6 have the energy-dissipating bracing device inspecting fenestra, it is characterized in that, wherein at least one side keeper is in the position of each load section of correspondence, is respectively provided with to inspect fenestra described at least one.
8. according to claim 6 have the energy-dissipating bracing device inspecting fenestra, it is characterized in that, each side keeper of side is in the position of each load section of correspondence wherein, is respectively provided with to inspect fenestra described at least one.
9. according to claim 6 have the energy-dissipating bracing device inspecting fenestra, it is characterized in that, at least one side keeper of the support shaft member both sides described in one of them, in the position of each load section of correspondence, is respectively provided with and inspects fenestra described at least one.
10. according to claim 1 have the energy-dissipating bracing device inspecting fenestra, it is characterized in that, wherein at least one side keeper is in the position of each load section of correspondence, is respectively provided with to inspect fenestra described at least one.
11. according to claim 1ly have the energy-dissipating bracing device inspecting fenestra, and it is characterized in that, each side keeper of side is in the position of each load section of correspondence wherein, are respectively provided with to inspect fenestra described at least one.
12. according to claim 1ly have the energy-dissipating bracing device inspecting fenestra, it is characterized in that, at least one side keeper of the support shaft member both sides described in one of them, in the position of each load section of correspondence, is respectively provided with and inspects fenestra described at least one.
13. according to any one of claim 1 to 9ly have the energy-dissipating bracing device inspecting fenestra, it is characterized in that, inspect the described contained framework of fenestra described in being provided with, inspect the quantity of fenestra described in set by each load fragment position of correspondence for two or three.
14. having according to any one of claim 1 to 12 inspect the energy-dissipating bracing device of fenestra, it is characterized in that, inspect the described side keeper of fenestra described in being provided with, inspect the quantity of fenestra described in set by each load fragment position of correspondence for two or three.
15. having according to any one of claim 1 to 12 inspect the energy-dissipating bracing device of fenestra, it is characterized in that, described supporting component comprises the support shaft member described in.
16. according to claim 15ly have the energy-dissipating bracing device inspecting fenestra, it is characterized in that, the recessed edge of described each support shaft member in both sides accordingly described in each recessed one and the load section formed described in.
17. according to claim 15ly have the energy-dissipating bracing device inspecting fenestra, it is characterized in that, the recessed edge of described each support shaft member in both sides accordingly described in each recessed two of interval and the load section formed described in two.
18. according to claim 15ly have the energy-dissipating bracing device inspecting fenestra, and it is characterized in that, described each side keeper and each contained framework are that solder bond is fixed.
19. according to claim 15ly have the energy-dissipating bracing device inspecting fenestra, it is characterized in that, described each side keeper and each contained framework combine fixing with multiple bolt or rivet.
20. according to claim 15ly have the energy-dissipating bracing device inspecting fenestra, it is characterized in that, the connector of described support shaft member is set to tabular or has the crosswise of binding plate or the T-shaped with binding plate or the tabular had in conjunction with recess.
21. having according to any one of claim 1 to 12 inspect the energy-dissipating bracing device of fenestra, it is characterized in that, described supporting component comprises one in long slab sheet and the coupling member and two being positioned at centre position lays respectively at the described support shaft member of this coupling member relative to two sides.
22. according to claim 21ly have the energy-dissipating bracing device inspecting fenestra, it is characterized in that, the recessed edge of described each support shaft member in both sides accordingly described in each recessed one and the load section formed described in.
23. according to claim 21ly have the energy-dissipating bracing device inspecting fenestra, it is characterized in that, the recessed edge of described each support shaft member in both sides accordingly described in each recessed two of interval and the load section formed described in two.
24. according to claim 21ly have the energy-dissipating bracing device inspecting fenestra, and it is characterized in that, described each side keeper and each contained framework are that solder bond is fixed.
25. according to claim 21ly have the energy-dissipating bracing device inspecting fenestra, it is characterized in that, described each side keeper and each contained framework combine fixing with multiple bolt or rivet.
26. according to claim 21ly have the energy-dissipating bracing device inspecting fenestra, it is characterized in that, the connector of described support shaft member is set to tabular or has the crosswise of binding plate or the T-shaped with binding plate or the tabular had in conjunction with recess.
27. according to claim 21ly have the energy-dissipating bracing device inspecting fenestra, and it is characterized in that, described coupling member is made up of two-layer sheet material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410110933.6A CN104947789A (en) | 2014-03-24 | 2014-03-24 | Energy dissipation brace device with inspection window holes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410110933.6A CN104947789A (en) | 2014-03-24 | 2014-03-24 | Energy dissipation brace device with inspection window holes |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104947789A true CN104947789A (en) | 2015-09-30 |
Family
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410110933.6A Pending CN104947789A (en) | 2014-03-24 | 2014-03-24 | Energy dissipation brace device with inspection window holes |
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| CN (1) | CN104947789A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106150172A (en) * | 2016-06-24 | 2016-11-23 | 同济大学 | A kind of all-steel visualization shearing-type buckling restrained brace |
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| CN101302778A (en) * | 2007-05-11 | 2008-11-12 | 蔡崇兴 | Complete separated type anti-bending bundle inclined strut |
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| CN101798851A (en) * | 2010-04-26 | 2010-08-11 | 哈尔滨工业大学 | Combined steel pipe-encased concrete type buckling-restrained brace member |
| JP4917177B1 (en) * | 2011-04-27 | 2012-04-18 | 大和ハウス工業株式会社 | Buckling restraint brace |
| CN103469923A (en) * | 2013-09-13 | 2013-12-25 | 南京工业大学 | Non-welding buckling restraining support with inspection windows |
| CN203795587U (en) * | 2014-03-24 | 2014-08-27 | 蔡崇兴 | Energy dissipation and diagonal bracing device with inspection window holes |
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| CN106150172A (en) * | 2016-06-24 | 2016-11-23 | 同济大学 | A kind of all-steel visualization shearing-type buckling restrained brace |
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Application publication date: 20150930 |