CN104251037A - Steel-encased concrete-steel beam composite coupling beam and construction method thereof - Google Patents
Steel-encased concrete-steel beam composite coupling beam and construction method thereof Download PDFInfo
- Publication number
- CN104251037A CN104251037A CN201310270313.4A CN201310270313A CN104251037A CN 104251037 A CN104251037 A CN 104251037A CN 201310270313 A CN201310270313 A CN 201310270313A CN 104251037 A CN104251037 A CN 104251037A
- Authority
- CN
- China
- Prior art keywords
- steel
- concrete
- steel plate
- encased
- plate
- 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.)
- Pending
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention relates to a steel-encased concrete-steel beam composite coupling beam and a construction method thereof and belongs to the technical field of building structures. The composite coupling beam consists of a steel beam section in the middle, steel-encased plate-concrete composite beam sections at the two ends and separating plates, wherein the steel beam section consists of flanges and a web; each of the steel-encased plate-concrete composite beam sections consists of steel webs, steel flanges, and in-fill concrete and shear connecting pieces; and the separating plates are positioned in the junctional zones of steel-encased plate-concrete composite beam sections and the steel beam sections and are in welded connection with steel plates of the corresponding steel-encased plate-concrete composite beam sections and steel beam sections. The composite coupling beam can be used for connecting a steel-encased plate-concrete composite shear wall or a reinforced concrete shear wall. Compared with a single steel-encased plate-concrete composite coupling beam, the steel-encased concrete-steel beam composite coupling beam can be prevented from breakage of beam-end plastic hinges due to relatively poor deformation capability, and is stronger in deformation and energy dissipation capabilities. Compared with a single steel coupling beam, the steel-encased concrete-steel beam composite coupling beam remarkably reduces the material consumption, is more flexible in design and has a wide application prospect.
Description
Technical field
The present invention relates to a kind of encased steel plate concrete-girder steel mixing coupling beam, belong to building structure technology field.
Background technology
In shear wall structure system, coupling beam is important dissipative member.Under seismic loading, coupling beam is generally born along the constant shearing action in beam span direction; Its inflection point is at span centre, and moment of flexure linearly increases toward two ends; Namely the span centre part of coupling beam is act as master to cut, and beam-ends is to act as master by curved.
Encased steel plate-Combined concrete coupling beam has higher anti-bending bearing capacity, and has good plastic deformation ability under curved scissors effect; Steel coupling beam has good shear yielding energy dissipation capacity under the prerequisite of destruction that do not bend.Therefore, in conjunction with the loading characteristic of coupling beam uniqueness, encased steel plate-Combined concrete coupling beam is used in be subject to curved coupling beam two ends, steel coupling beam is used in act as main span centre by cutting, thus formed and stressedly more reasonably mix coupling beam, not only save material usage, and can design coupling beam more flexibly according to actual loading.
Summary of the invention
The object of the invention is to the encased steel plate concrete-girder steel mixing coupling beam proposing a kind of simple structure, reasonable stress, easy construction.
Technical scheme of the present invention is as follows:
A kind of encased steel plate concrete-girder steel mixing coupling beam, it is characterized in that, this coupling beam comprises the girder steel section at middle part, the encased steel plate-concrete combination beam section at two ends and demarcation strip, the top of described encased steel plate-concrete combination beam section offers construction hole, described girder steel section two ends by dividing plate and encased steel plate-concrete combination beam section affixed; Described coupling beam two ends are affixed with shear wall respectively.Described girder steel Duan Weiyi I-steel, by the upper and lower edge of a wing with web is affixed forms.Described encased steel plate-concrete combination beam section comprises the two steel webs and the two steel edges of a wing that are fixed together, in the space that two steel webs and the two steel edges of a wing are formed, be welded with shear connector and fluid concrete.Described shear connector is Welded-Stud Conectors.Described shear wall is encased steel plate-combined concrete shear wall or reinforced concrete shear wall; During for reinforced concrete shear wall, coupling beam two ends are also connected with end plate respectively.
A construction method for encased steel plate concrete-girder steel mixing coupling beam, is characterized in that, comprise the following steps:
Machine girder steel section, the encased steel plate-concrete combination beam section at two ends and demarcation strip; Construction hole is offered on the top of encased steel plate-concrete combination beam section, and coupling beam two ends are affixed with shear wall respectively.
Above-mentioned shear wall is encased steel plate-combined concrete shear wall, and this construction method comprises the following steps:
I-steel has been welded on the upper and lower edge of a wing and web, welded together after two steel webs of encased steel plate-concrete combination beam section and two relevant positions, the steel edge of a wing have welded shear connector, and on the upper steel edge of a wing of encased steel plate-concrete combination beam section, offer construction hole; Together with I-steel two ends to be welded with encased steel plate-concrete combination beam section by dividing plate; The steel edge of a wing is stretched in the sleeper of wall limb, and with encased steel plate-combined concrete shear wall limb sleeper Plate Welding; Steel web is connected by butt weld with the encased steel plate-combined concrete shear wall limb sleeper steel plate be connected; Build the concrete filled of shear wall limb and the concrete filled of encased steel plate-concrete combination beam section respectively; After the concrete filled of having built encased steel plate-concrete combination beam section, seal with the identical steel plate of construction hole size hole of constructing, and steel plate will be sealed and surrounding Plate Welding is integral.
Above-mentioned shear wall is reinforced concrete shear wall, and this construction method comprises the following steps:
I-steel has been welded on the upper and lower edge of a wing and web, welded together after two steel webs of encased steel plate-concrete combination beam section and two relevant positions, the steel edge of a wing have welded shear connector; And on the upper steel edge of a wing of encased steel plate-concrete combination beam section, offer construction hole; Together with I-steel two ends to be welded with encased steel plate-concrete combination beam section by dividing plate; Coupling beam steel work part in place, the steel web and the steel edge of a wing outside weldings that stretch into wall limb part have anchoring peg; Coupling beam two ends are also welded with end plate respectively, and construction reinforced bar concrete shear force wall limb indulges muscle and stirrup, by the stirrup welding edges of interruption on the steel web of the encased steel plate-concrete combination beam section of correspondence; Build the concrete of shear wall limb and the concrete filled of encased steel plate-concrete combination beam section respectively, after the concrete filled of having built encased steel plate-concrete combination beam section, seal with the identical steel plate of construction hole size hole of constructing, and steel plate will be sealed and surrounding Plate Welding is integral.
The length that described coupling beam stretches into reinforced concrete shear wall limb inside is 1 ~ 2 times of I-steel depth of beam.
The present invention has the following advantages relative to prior art and gives prominence to effect:
The present invention is being that main region have employed steel coupling beam by cutting, by curved be that main region have employed encased steel plate-Combined concrete coupling beam, given full play to two kinds of components advantage separately, reasonable stress.Compare single encased steel plate-Combined concrete coupling beam, the present invention can prevent coupling beam from occurring the poor beam-ends plastic hinge of deformability destroys, distortion and energy dissipation capacity stronger.Compare single steel coupling beam, the present invention significantly can save material usage, and design is more flexible.
In the shear wall that the present invention can be applicable to multi-story and high-rise building or core wall structure system.
Accompanying drawing explanation
Fig. 1 is the structure elevation that the present invention connects encased steel plate-combined concrete shear wall;
Fig. 2 is the attached view of structure that the present invention connects encased steel plate-combined concrete shear wall;
Fig. 3 is Fig. 1 C1-C1 sectional drawing;
Fig. 4 is Fig. 1 D1-D1 sectional drawing;
Fig. 5 is the structure elevation of connecting reinforcement concrete shear force wall of the present invention;
Fig. 6 is the A2-A2 sectional drawing of Fig. 5;
Fig. 7 is the B2-B2 sectional drawing of Fig. 5;
Fig. 8 is the C2-C2 sectional drawing of Fig. 5;
Fig. 9 is the structure elevation of the encased steel plate concrete-girder steel mixing coupling beam of connecting reinforcement concrete shear force wall;
Figure 10 is the D2-D2 sectional drawing of Fig. 9;
In figure: the 1-girder steel section edge of a wing; 2-girder steel section web; 3-fragmenting plate; 4-encased steel plate-concrete combination beam section steel web; 5-encased steel plate-concrete combination beam section steel edge of a wing; 6-encased steel plate-concrete combination beam section shear connector; 7-encased steel plate-combined concrete shear wall limb sleeper steel plate; 8-anchoring peg; 9-end plate; 10-reinforced concrete shear wall limb indulges muscle; 11-reinforced concrete shear wall limb stirrup.
Specific implementation method
Below in conjunction with accompanying drawing, specific embodiment of the invention is further described.
The present invention is a kind of encased steel plate concrete-girder steel mixing coupling beam, this mixing coupling beam is made up of the girder steel section at middle part, the encased steel plate-concrete combination beam section at two ends and demarcation strip 3, the top of encased steel plate-concrete combination beam section offers construction hole (not shown), girder steel section two ends by demarcation strip and encased steel plate-concrete combination beam section affixed; Described coupling beam two ends are affixed with shear wall respectively.As depicted in figs. 1 and 2.Girder steel Duan Weiyi I-steel, is made up of upper bottom flange 1 and web 2, as shown in Figure 3.Encased steel plate-concrete combination beam section is made up of two steel web 4, the two steel edges of a wing 5, concrete (not shown) and shear connector 6, shear connector 6 is welded in the casing of two steel webs 4 and the formation of the two steel edges of a wing 5, the upper steel edge of a wing by encased steel plate-concrete combination beam section is offered construction hole to concreting in the casing formed, seal with the identical steel plate of construction hole size hole of constructing after building, and steel plate will be sealed and surrounding Plate Welding is integral.As shown in Figure 4; Shear connector can adopt Welded-Stud Conectors.Demarcation strip 3 is positioned at the junctional area of encased steel plate-concrete combination beam section and girder steel section, and is connected with the Plate Welding of corresponding encased steel plate-concrete combination beam section and girder steel section, as shown in Figure 2.
Encased steel plate concrete of the present invention-girder steel mixing coupling beam can be used for connecting encased steel plate-combined concrete shear wall (as shown in Figure 1) and reinforced concrete shear wall (as shown in Figure 5).
When the present invention connects encased steel plate-combined concrete shear wall, the steel edge of a wing 5 of encased steel plate-concrete combination beam section is stretched in the sleeper of encased steel plate-combined concrete shear wall limb, and welds with the encased steel plate-combined concrete shear wall limb sleeper steel plate 7 of surrounding.The steel web 4 of described encased steel plate-concrete combination beam section is connected by butt weld with the wall limb encased steel plate-combined concrete shear wall limb sleeper steel plate 7 be connected, as shown in Figure 2.
When connecting reinforcement concrete shear force wall of the present invention, the steel web 4 and the encased steel plate-concrete combination beam section steel edge of a wing 5 outside weldings that stretch into the encased steel plate-concrete combination beam section of wall limb part have anchoring peg 8, for transmitting the interface shear stress between coupling beam steel plate and wall limb concrete.Coupling beam two ends are welded with end plate 9, for improving the anchoring of coupling beam in wall limb inside.Coupling beam stretch into the reinforced concrete shear wall limb stirrup 11 having interrupted relevant position; Reinforced concrete shear wall limb stirrup 11 end of interrupting must be welded on corresponding encased steel plate-concrete combination beam section steel web 4, as shown in Fig. 6-Figure 10.The length that coupling beam of the present invention stretches into reinforced concrete shear wall limb inside can be 1 ~ 2 times of I-steel depth of beam.
Construction method of the present invention is:
When for connecting encased steel plate-combined concrete shear wall, first machining the steel work part of coupling beam, and having welded coupling beam shear connector 6 in relevant position; By the steel web 4 of encased steel plate-concrete combination beam section, the steel edge of a wing 5 and corresponding wall limb Plate Welding integrally; Build the concrete filled of shear wall limb and the concrete filled of encased steel plate-concrete combination beam section respectively.
When for connecting reinforcement concrete shear force wall, first machine the steel work part of coupling beam, and weld coupling beam shear connector 6 and anchoring peg 8 in relevant position; Coupling beam steel work part in place; The vertical muscle 10 of construction shear wall limb and stirrup 11, by stirrup 11 welding edges of interruption on the steel web 4 of corresponding encased steel plate-concrete combination beam section; Build the concrete of shear wall limb and the concrete filled of encased steel plate-concrete combination beam section respectively.
Before the concrete filled of building encased steel plate-concrete combination beam section, construction hole need be opened on the upper steel edge of a wing of encased steel plate-concrete combination beam section, seal with the identical steel plate of construction hole size hole of constructing after concreting, and steel plate will be sealed and surrounding Plate Welding is integral.
Claims (9)
1. encased steel plate concrete-girder steel mixing coupling beam, it is characterized in that, this coupling beam comprises the girder steel section at middle part, the encased steel plate-concrete combination beam section at two ends and demarcation strip, the top of described encased steel plate-concrete combination beam section offers construction hole, described girder steel section two ends by demarcation strip and encased steel plate-concrete combination beam section affixed; Described coupling beam two ends are affixed with shear wall respectively.
2. encased steel plate concrete according to claim 1-girder steel mixing coupling beam, is characterized in that, described girder steel Duan Weiyi I-steel, by the upper and lower edge of a wing with web is affixed forms.
3. encased steel plate concrete according to claim 1-girder steel mixing coupling beam, it is characterized in that, described encased steel plate-concrete combination beam section comprises the two steel webs and the two steel edges of a wing that are fixed together, in the space that two steel webs and the two steel edges of a wing are formed, be welded with shear connector and fluid concrete.
4. encased steel plate concrete according to claim 3-girder steel mixing coupling beam, it is characterized in that, described shear connector is Welded-Stud Conectors.
5. encased steel plate concrete according to claim 1-girder steel mixing coupling beam, it is characterized in that, described shear wall is encased steel plate-combined concrete shear wall or reinforced concrete shear wall; During for reinforced concrete shear wall, coupling beam two ends are also connected with end plate respectively.
6. the construction method of encased steel plate concrete according to any one of claim 1 to 5-girder steel mixing coupling beam, is characterized in that, comprise the following steps:
Machine girder steel section, the encased steel plate-concrete combination beam section at two ends and demarcation strip; Construction hole is offered on the top of encased steel plate-concrete combination beam section, and coupling beam two ends are affixed with shear wall respectively.
7. construction method according to claim 6, is characterized in that, described shear wall is encased steel plate-combined concrete shear wall, and this construction method comprises the following steps:
I-steel has been welded on the upper and lower edge of a wing and web, welded together after two steel webs of encased steel plate-concrete combination beam section and two relevant positions, the steel edge of a wing have welded shear connector, and on the upper steel edge of a wing of encased steel plate-concrete combination beam section, offer construction hole; Together with I-steel two ends to be welded with encased steel plate-concrete combination beam section by demarcation strip; The steel edge of a wing is stretched in the sleeper of wall limb, and with encased steel plate-combined concrete shear wall limb sleeper Plate Welding; Steel web is connected by butt weld with the encased steel plate-combined concrete shear wall limb sleeper steel plate be connected; Build the concrete filled of shear wall limb and the concrete filled of encased steel plate-concrete combination beam section respectively; After the concrete filled of having built encased steel plate-concrete combination beam section, seal with the identical steel plate of construction hole size hole of constructing, and steel plate will be sealed and surrounding Plate Welding is integral.
8. construction method according to claim 6, is characterized in that, described shear wall is reinforced concrete shear wall, and this construction method comprises the following steps:
I-steel has been welded on the upper and lower edge of a wing and web, welded together after two steel webs of encased steel plate-concrete combination beam section and two relevant positions, the steel edge of a wing have welded shear connector; And on the upper steel edge of a wing of encased steel plate-concrete combination beam section, offer construction hole; Together with I-steel two ends to be welded with encased steel plate-concrete combination beam section by dividing plate; Coupling beam steel work part in place, the steel web and the steel edge of a wing outside weldings that stretch into wall limb part have anchoring peg; Coupling beam two ends are also welded with end plate respectively, and construction reinforced bar concrete shear force wall limb indulges muscle and stirrup, by the stirrup welding edges of interruption on the steel web of the encased steel plate-concrete combination beam section of correspondence; Build the concrete of shear wall limb and the concrete filled of encased steel plate-concrete combination beam section respectively, after the concrete filled of having built encased steel plate-concrete combination beam section, seal with the identical steel plate of construction hole size hole of constructing, and steel plate will be sealed and surrounding Plate Welding is integral.
9. construction method according to claim 8, is characterized in that, the length that described coupling beam stretches into reinforced concrete shear wall limb inside is 1 ~ 2 times of I-steel depth of beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310270313.4A CN104251037A (en) | 2013-06-29 | 2013-06-29 | Steel-encased concrete-steel beam composite coupling beam and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310270313.4A CN104251037A (en) | 2013-06-29 | 2013-06-29 | Steel-encased concrete-steel beam composite coupling beam and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104251037A true CN104251037A (en) | 2014-12-31 |
Family
ID=52186268
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310270313.4A Pending CN104251037A (en) | 2013-06-29 | 2013-06-29 | Steel-encased concrete-steel beam composite coupling beam and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104251037A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104563321A (en) * | 2015-01-16 | 2015-04-29 | 中国矿业大学 | High-energy-consumption shock-absorption profile steel coupling beam and manufacturing method thereof |
| CN106930405A (en) * | 2017-04-28 | 2017-07-07 | 常州工学院 | A kind of beam connecting structure of assembly concrete framework |
| CN107035062A (en) * | 2017-05-04 | 2017-08-11 | 浙江绿筑集成科技有限公司 | A kind of shaped steel expansible steel reinforced concrete combination dry wall with ribbing |
| CN107237250A (en) * | 2017-07-24 | 2017-10-10 | 中交二航局南方工程有限公司 | flexible hinge device of arch bridge and arch bridge |
| CN108412055A (en) * | 2018-05-12 | 2018-08-17 | 杭萧钢构股份有限公司 | A kind of double steel plate Combination beam of steel and concrete and concrete filled steel tube column connected node |
| CN109898742A (en) * | 2019-04-09 | 2019-06-18 | 上海欧本钢结构有限公司 | A kind of steel ripple crust and steel flanged beam shaped steel combination beam and its construction method |
| CN117071753A (en) * | 2023-09-26 | 2023-11-17 | 中国建筑科学研究院有限公司 | Connecting node of edge components of composite shear wall and construction method of connecting node |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04222742A (en) * | 1990-12-26 | 1992-08-12 | Takenaka Komuten Co Ltd | Composite beam |
| JP2003090082A (en) * | 2001-09-18 | 2003-03-28 | Shimizu Corp | Boundary beam damper |
| JP2007291636A (en) * | 2006-04-21 | 2007-11-08 | Shimizu Corp | Mixed-structure beam |
| CN201713963U (en) * | 2010-06-04 | 2011-01-19 | 同济大学 | Replaceable connecting beam |
| CN102425267A (en) * | 2011-08-26 | 2012-04-25 | 中国建筑东北设计研究院有限公司 | Perforated steel plate concrete shear wall connecting beam provided with stud |
| CN102828567A (en) * | 2012-08-17 | 2012-12-19 | 华侨大学 | Novel coupled shear wall structure |
| CN102852249A (en) * | 2012-08-17 | 2013-01-02 | 华侨大学 | Improved coupled shear wall structure |
-
2013
- 2013-06-29 CN CN201310270313.4A patent/CN104251037A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04222742A (en) * | 1990-12-26 | 1992-08-12 | Takenaka Komuten Co Ltd | Composite beam |
| JP2003090082A (en) * | 2001-09-18 | 2003-03-28 | Shimizu Corp | Boundary beam damper |
| JP2007291636A (en) * | 2006-04-21 | 2007-11-08 | Shimizu Corp | Mixed-structure beam |
| CN201713963U (en) * | 2010-06-04 | 2011-01-19 | 同济大学 | Replaceable connecting beam |
| CN102425267A (en) * | 2011-08-26 | 2012-04-25 | 中国建筑东北设计研究院有限公司 | Perforated steel plate concrete shear wall connecting beam provided with stud |
| CN102828567A (en) * | 2012-08-17 | 2012-12-19 | 华侨大学 | Novel coupled shear wall structure |
| CN102852249A (en) * | 2012-08-17 | 2013-01-02 | 华侨大学 | Improved coupled shear wall structure |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104563321A (en) * | 2015-01-16 | 2015-04-29 | 中国矿业大学 | High-energy-consumption shock-absorption profile steel coupling beam and manufacturing method thereof |
| CN104563321B (en) * | 2015-01-16 | 2017-02-01 | 中国矿业大学 | High-energy-consumption shock-absorption profile steel coupling beam and manufacturing method thereof |
| CN106930405A (en) * | 2017-04-28 | 2017-07-07 | 常州工学院 | A kind of beam connecting structure of assembly concrete framework |
| CN107035062A (en) * | 2017-05-04 | 2017-08-11 | 浙江绿筑集成科技有限公司 | A kind of shaped steel expansible steel reinforced concrete combination dry wall with ribbing |
| CN107237250A (en) * | 2017-07-24 | 2017-10-10 | 中交二航局南方工程有限公司 | flexible hinge device of arch bridge and arch bridge |
| CN108412055A (en) * | 2018-05-12 | 2018-08-17 | 杭萧钢构股份有限公司 | A kind of double steel plate Combination beam of steel and concrete and concrete filled steel tube column connected node |
| CN109898742A (en) * | 2019-04-09 | 2019-06-18 | 上海欧本钢结构有限公司 | A kind of steel ripple crust and steel flanged beam shaped steel combination beam and its construction method |
| CN117071753A (en) * | 2023-09-26 | 2023-11-17 | 中国建筑科学研究院有限公司 | Connecting node of edge components of composite shear wall and construction method of connecting node |
| CN117071753B (en) * | 2023-09-26 | 2024-03-15 | 中国建筑科学研究院有限公司 | Connecting node of edge components of composite shear wall and construction method of connecting node |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104251037A (en) | Steel-encased concrete-steel beam composite coupling beam and construction method thereof | |
| CN102444211B (en) | Reamed steel structure beam-column joint connected via end plate and construction method for same | |
| CN205776734U (en) | A kind of assembly concrete connecting structure of beam column nodes | |
| CN106930593B (en) | Bamboo（Wood）Frame structure beam column assembled energy dissipation node | |
| CN106593059B (en) | Dog bone type node beam end buckling restraint device | |
| CN109083295A (en) | A kind of recoverable function Coupled Shear Wall structure with field-replaceable unit | |
| CN104251038A (en) | Encased steel plate-concrete composite coupling beam and construction method thereof | |
| CN104251039A (en) | Steel-reinforced concrete-steel beam mixed connecting beam and construction method thereof | |
| CN103924680B (en) | Prestressing without bondn is connected precast concrete beam square steel tube concrete column combination node with regular reinforcement | |
| CN105064503A (en) | Steel tube and core tube mixed structure | |
| CN105275092A (en) | Energy consumption type node for connecting section steel concrete beam and steel-plate-wrapped composite shear wall | |
| CN105951991B (en) | A kind of assembling type steel structure frame system | |
| CN208137146U (en) | Replaceable assembly concrete beam-column connection based on Damage Coutrol | |
| CN104499608B (en) | The design and construction method of prestressing force section steel reinforcement shear wall | |
| CN109629686A (en) | A kind of anti-buckling beam column node connection device of recoverable function assembled of band FRP | |
| CN103883027B (en) | Composite shear wall formed by embedding energy-dissipation bars between frame and wall with inbuilt steel plate and construction method | |
| CN109629684A (en) | A kind of anti-buckling groove profile web cutting member beam column node connection device of the assembled of recoverable function | |
| CN113338469A (en) | Assembled composite graded energy dissipation buckling restrained brace component | |
| CN106639050A (en) | Connecting structure between reinforced concrete shear walls and steel coupling beam | |
| CN106869326A (en) | Frame system and construction method that hollow steel tube concrete integral node is constituted | |
| CN105275087A (en) | A prefabricated assembled type concrete beam-column connecting structure | |
| CN102518120A (en) | Prestressed reinforcement and non-prestressed reinforcement combined H-shaped reinforced concrete sheet pile and manufacture method thereof | |
| CN103216025A (en) | Corrugated plate shear wall for high-intensity earthquake areas | |
| CN204715195U (en) | A kind of Gang Liang – concrete slab composite continuous bridge hogging moment area cracking resistance structure | |
| CN109555240A (en) | Partially prestressed fabricated shear wall structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20141231 |