CN1793541A - Shear wall hidden with vertical soft steel energy consupting band and mfg. method thereof - Google Patents
Shear wall hidden with vertical soft steel energy consupting band and mfg. method thereof Download PDFInfo
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- CN1793541A CN1793541A CNA2005101353143A CN200510135314A CN1793541A CN 1793541 A CN1793541 A CN 1793541A CN A2005101353143 A CNA2005101353143 A CN A2005101353143A CN 200510135314 A CN200510135314 A CN 200510135314A CN 1793541 A CN1793541 A CN 1793541A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 70
- 239000010959 steel Substances 0.000 title claims abstract description 70
- 238000000034 method Methods 0.000 title description 8
- 239000000463 material Substances 0.000 claims abstract description 22
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 21
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 19
- 229910001209 Low-carbon steel Inorganic materials 0.000 claims abstract description 16
- 238000009826 distribution Methods 0.000 claims abstract description 11
- 230000002787 reinforcement Effects 0.000 claims description 35
- 241001669679 Eleotris Species 0.000 claims description 13
- 229920006389 polyphenyl polymer Polymers 0.000 claims description 11
- 238000004873 anchoring Methods 0.000 claims description 6
- 238000002360 preparation method Methods 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 6
- 238000010008 shearing Methods 0.000 claims description 5
- 238000012423 maintenance Methods 0.000 claims description 4
- 239000011810 insulating material Substances 0.000 claims 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 abstract description 4
- 229920000265 Polyparaphenylene Polymers 0.000 abstract 1
- 230000007123 defense Effects 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 abstract 1
- -1 polyphenylene Polymers 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 16
- 230000008569 process Effects 0.000 description 5
- 239000004033 plastic Substances 0.000 description 4
- 230000035939 shock Effects 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 230000008878 coupling Effects 0.000 description 3
- 238000010168 coupling process Methods 0.000 description 3
- 238000005859 coupling reaction Methods 0.000 description 3
- 238000005336 cracking Methods 0.000 description 3
- 210000002615 epidermis Anatomy 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 238000012938 design process Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
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- 239000002184 metal Substances 0.000 description 1
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- 230000004044 response Effects 0.000 description 1
- 210000003491 skin Anatomy 0.000 description 1
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The invention relates to an inner hidden vertical mild steel energy dissipation belt shear wall and its manufacturing method. The shear wall is set bar mat formed by lateral and vertical distribution reinforcing bar. Its features are that the middle of the shear wall is set a vertical joint; the distance between its upper end and shear wall top end is one to two times of the thickness of the shear wall section; its lower end is connected with base; steel plate is set between the side surface of the vertical joint; and the X shape mild steel plate is set between them; X shape lead block is formed between the X shape mild steel plate and vertically connected with connecting plate to form X shape damper; the connecting plate is connected with the steel plate; polyphenylene material is filled around the damper; the outer of the shear wall is used as mortar floated coat. Compared with the current shear wall, the invention has the advantages of better ductility, energy dissipation capability, and more antiknock line of defense.
Description
Technical field
The present invention is a kind of shear wall hidden with vertical soft steel energy consupting band, belongs to the structural engineering field.
Background technology
China is many earthquakes country, and building not only needs good building function, also needs to have good seismic resistance.Merely improve the shock resistance of structure, be difficult to satisfy the safety of structure and the requirement of applicability sometimes by the approach of " antiseismic firmly, reinforcement ".In recent years, people use for reference cybernetic method, by the approach of " defeating a force with a tenderness the damping power consumption ", adjust structural dynamic characteristic, reduce geological process, on this thought basis, have proposed a kind of new type of passive control Aseismic Structure System-band perps shear wall.
Band perps shear wall is made up of the continuous or discrete perps, wall limb, the tie-beam that connects left and right sides wall limb or the energy-dissipating device in linkage and the perps that are arranged in the shear wall body of wall.Under wind-force and normal service load effect, band perps shear wall is worked as common shear wall; Body of wall connecting portion generation plastic strain under the violent earthquake effect in the perps to reduce the rigidity of structure, reduces the natural frequency of structure, avoids the predominant period of seismic wave, reduces the seismic energy that structure absorbed; The body of wall connecting portion is when plastic strain is big under the violent earthquake effect, and the vertical burst of shear wall increases the depth-width ratio of body of wall, has had higher ductility, and shake is provided with defence line, second road in order to resist doughtily.Body of wall connecting portion in the perps can be provided with the energy dissipating control device, and the seismic energy that dissipates under geological process delays the process of agent structure member plastic strain.
Scheme commonly used at present has: the shear wall of being made of joint face between perps coupling beam, this form shear wall requires coupling beam to be in different crackings and yield situation in the different arrangement works stages, the shock-resistance features of competence exertion band perps shear wall, higher to designing requirement, and, the energy dissipation capacity of linking beam is limited, evidence, the coupling beam shear wall is under the violent earthquake effect, the concrete cracking and the crushing of shear wall bottom are comparatively obvious, mainly reduce geological process with the position plastic strain of shear wall base.
Have only reinforcing bar to form the shear wall of shearing joint face between perps, the bearing capacity of being cut of this form shear wall joint face is mainly provided by the dowel action of reinforcing bar, relies on the distortion of reinforcing bar and surrenders energy dissipating repeatedly, earthquake energy limited in one's ability.
The shear wall of forming joint face between perps by the rubber strip that passes through by reinforcing bar, the bearing capacity of being cut of this shear wall joint face mainly is made up of two parts: the rubbing action between the dowel action of reinforcing bar and concrete and rubber strip contact surface; Energy dissipating mainly contains three parts and forms: the distortion of reinforcing bar and viscoelastic strain, rubber strip and the concrete friction energy dissipating of surrender, rubber strip repeatedly.
In above-mentioned three kinds of shear walls between perps the rigidity of linkage interface the earthquake response of band perps shear wall is had considerable influence.Under the excessive situation of linkage interface rigidity, promptly the frictional strength on linking beam rigidity, rubber and the concrete interface is excessive, and total is worked as whole shear wall, and energy-dissipating device does not have the power consumption effect; On the contrary, if the rigidity of linkage interface is too small, band perps linking beam cracking and the frictional strength of destroying on too early or rubber and the concrete interface are very little, and the energy of dissipation also can be seldom.Therefore, having relatively high expectations in actual design process to linkage interface.
Summary of the invention
Technical problem to be solved by this invention is the shock resistance problem that significantly improves band perps shear wall.In order to address this problem, the present invention proposes a kind of shear wall hidden with vertical soft steel energy consupting band and preparation method thereof.
The technical scheme that shear wall hidden with vertical soft steel energy consupting band of the present invention adopts is: in the wallboard of shear wall hidden with vertical soft steel energy consupting band, the steel mesh reinforcement that configuration is made up of transversely distributed steelbar 1 and vertical distribution reinforcement 2, between steel mesh reinforcement, socket with socketing reinforcing bar 8, it is characterized in that: a perps is set in the middle of the shear wall, vertical distance between the upper end of perps and the shear wall top is 1～2 times of shear wall thickness of section, the lower end of perps links to each other with the basis, the side surface of two wall limbs between perps, each disposes a steel plate 12, with the 1 welding anchoring of shear wall transversely distributed steelbar, above two block plates 12 junction plate 4 is set evenly, X-shaped mild steel steel plate 3 vertically is set between the junction plate 4, pour into the plumbous X-shaped lead 7 that forms between two X-shaped mild steel steel plates, form X-shaped damper 5, fill insulant material around the X-shaped damper 5, mortar plastering layer 11 is made in shear wall metope outside.
Described shear wall hidden with vertical soft steel energy consupting band, it is characterized in that: the junction plate 4 at X-shaped damper 5 two ends that dispose in the perps and plumbous contact surface weld bolt nail 9, length is 1/10 of plumbous body length, bolt is followed closely 9 diameters and is 1/2 of its length, junction plate 4 is arranged four row's bolt nails 9 from top to bottom, and it is 1/2 of plumbous body length that the adjacent bolt of every row is followed closely 9 maximum spacings, and minimum number is 3, bolt nail by with the effect that bonds of plumbous body, guarantee the bonding of junction plate 4 and plumbous body.
Described shear wall hidden with vertical soft steel energy consupting band, it is characterized in that: four bight weld bolts 10 of junction plate 4 lateral surfaces at X-shaped damper 5 two ends, diameter is the twice of internal-flange bolt nail, bolt 10 is connected with the steel plate 12 of shear wall perps side, makes X-shaped damper 5 become bolt disassembly type damper.
Described shear wall hidden with vertical soft steel energy consupting band, it is characterized in that: between the both sides and per two X-shaped dampers 5 of X-shaped damper 5, fill polyphenyl material 6, make damper and shear wall become a plane, polyphenyl material 6 forms " disconnected hot cold bridge " as a kind of heat-barrier material simultaneously, prevent indoor heat to outdoor loss when winter, it is indoor to prevent that outdoor heat from flowing to summer;
Described shear wall hidden with vertical soft steel energy consupting band; it is characterized in that: mortar plastering layer 11 is made in shear wall metope outside; X-shaped damper 5 is hidden in shear wall; shear wall mortar plastering layer 11 is as transversely distributed steelbar 1; vertical distribution reinforcement 2; shear wall side steel plate 12 in the perps; the topping of the junction plate 4 of damper; form shear wall hidden with vertical soft steel energy consupting band; mortar plastering layer 11 can also guarantee that shear wall perps initial stiffness under little shake effect whole shear wall wall identical with profile is close simultaneously; perps epidermis mortar destroys under middle shake effect, consumes some energy.
According to technical scheme of the present invention, adopt the preparation method of shear wall hidden with vertical soft steel energy consupting band, its order is as follows:
1) longitudinal stress reinforcing bar and stirrup in the sleeper at configuration position, shear wall two edges;
2) longitudinal stress reinforcing bar and the stirrup in two edge sleeper of configuration shear wall perps both sides;
3) transversely distributed steelbar of two wall limbs of configuration and the vertical distribution reinforcement in the middle of the sleeper, form steel mesh reinforcement, between steel mesh reinforcement, socket with socketing reinforcing bar, the end that transverse reinforcement leaves perps at shear wall is not made crotch, utilize two distances between the wall limb to determine shear wall perps width, vertical distance between the upper end of perps and the shear wall top is 1～2 times of shear wall thickness of section, and the lower end of perps links to each other with the basis;
4) side surface of two wall limbs between perps, each disposes a steel plate, and steel plate and shear wall transverse reinforcement welding anchoring are as side form;
5) template of its excess-three of configuration shear wall face matches with steel plate between perps;
6) with the sleeper and the wallboard arrangement of reinforcement of shear wall, be the perps shear wall by the disturbing concrete one-shot forming, form removal after maintenance is shaped, the steel plate between perps is not removed;
7) above two block plates 12 junction plate 4 is set evenly, vertically is provided with between the junction plate 4 and pours into the plumbous X-shaped lead 7 that forms between 3, two X-shaped mild steel of the X-shaped mild steel steel plate steel plate, form X-shaped damper 5;
8) between the both sides and per two X-shaped dampers 5 of X-shaped damper 5, fill polyphenyl material 6, form " disconnected hot cold bridge " as heat-barrier material, also make damper and shear wall become a plane;
9), make the mortar plastering layer at the shearing face of wall.
The present invention hides the perps damper in shear wall inside, and the outside polyphenyl material of filling is made the mortar plastering layer.Polyphenyl material between damper outside and the damper forms " disconnected hot cold bridge " as heat-barrier material, prevent that when winter indoor heat is to outdoor loss, it is indoor to prevent that outdoor heat from flowing to summer, avoided metal damper to cause phenomenons such as the indoor and outdoor cold air combines formation water smoke with hot air at wall and is adsorbed in body of wall, and appearance is seeped water, the wall skin comes off, mouldy.The effect of mortar plastering layer is that the mortar plastering layer is provided with topping as shear wall side steel plate, damper in shear wall distribution reinforcement, the perps on the one hand; avoid its corrosion; mortar plastering layer and damper form the multiple defence line of shear wall antidetonation on the other hand; guarantee that band perps shear wall initial stiffness under little shake effect is close with whole wall; perps epidermis mortar destroys during middle the shake; consume some energy, combine whole wall at little shake and middle earthquake centre bearing capacity high and band perps wall in the big good characteristics of earthquake centre ductility.
The present invention has adopted combined material to form damper, gives full play to the self performance of two kinds of power consumption materials, and good and high characteristics of lead loss energy ability combine simple structure, easy construction with the mild steel restoring force.Simultaneously, mild steel steel plate and lead all are X-shaped, and each point reaches yield situation simultaneously under the moment of flexure effect, give full play to the energy dissipation capacity of material.And damper belongs to bolt disassembly type damper, is convenient to change after destroying under the violent earthquake effect.
Because shear wall is the core lateral resisting parts of building structure, has improved the shock resistance of shear wall, has also just improved the whole shock resistance of shear wall structure, when building meets with violent earthquake, can alleviate its earthquake, prevent that it from collapsing.
Description of drawings
Fig. 1 is the structural representation of shear wall hidden with vertical soft steel energy consupting band of the present invention;
Fig. 2 is an A-A generalized section among Fig. 1;
Fig. 3 is the enlarged diagram of X-shaped damper in the shear wall;
Fig. 4 is a C-C generalized section among Fig. 3;
Among the figure: the 1-transversely distributed steelbar, the vertical distribution reinforcement of 2-, 3-X shape mild steel steel plate, the 4-junction plate, 5-X shape damper, 6-polyphenyl material, 7-X shape lead, 8-sockets reinforcing bar, 9-bolt nail, 10-bolt, 11-mortar plastering layer, 12-steel plate.
The specific embodiment
Be described in further detail below in conjunction with 4 pairs of embodiment of the invention of accompanying drawing 1～accompanying drawing:
Shear wall hidden with vertical soft steel energy consupting band is combined by perps shear wall and X-shaped damper 5, its structural representation as shown in Figure 1 and Figure 2, the composition structure of X-shaped damper 5 and the collocation method in shear wall thereof are as shown in Figure 3, Figure 4.In the middle of the shear wall perps is set, the vertical distance between the upper end of perps and the shear wall top is 1～2 times of shear wall thickness of section, and the lower end of perps links to each other with the basis.When configuration shear wall distributing bar, the shear wall wall limb of perps both sides is all as shear wall arrangement of reinforcement independently, to guarantee that each part shear wall can work alone under strong geological process, the rigidity of structure is reduced, natural frequency reduces, and avoids the predominant period of seismic wave, reduces the seismic energy that structure absorbed, the depth-width ratio of body of wall is increased, improve structure ductility.Form sleeper at shear wall two parts wall limb edge configuration longitudinal stress reinforcing bar 2 and stirrup 13 separately, the vertical distribution reinforcement 2 of sleeper intermediate configurations, form steel mesh reinforcement with the configuration transversely distributed steelbar 1 of shear wall perps both sides, socket with socketing reinforcing bar 8 between the steel mesh reinforcement; The side surface of the two sides body of wall between perps, each disposes a steel plate 12, steel plate 12 and the 1 welding anchoring of shear wall transverse reinforcement, build the side form that previous crops is a shear wall at shear wall, the template of its excess-three of steel plate 12 and the shear wall face formation shear wall formwork that matches, with the sleeper and the wallboard arrangement of reinforcement of shear wall, be built-in mild-steel energy-consumption band by the disturbing concrete one-shot forming, the steel plate 12 when the shear wall maintenance is shaped the back form removal between perps is not removed.Between the gap of shear wall perps, evenly dispose X-shaped damper 5, X-shaped damper 5 upper and lower sides respectively are provided with a slice X-shaped mild steel steel plate 3, with 4 vertical connections of junction plate, pour into the plumbous X-shaped plate 7 that forms between two 3, junction plate 4 and plumbous contact surface weld bolt nail 9, length is 1/10 of plumbous body length, bolt is followed closely 9 diameters and is 1/2 of its length, the inner surface of each junction plate 4 welds four row's bolts nails 9 under last, it is 1/2 of plumbous body length that the adjacent bolt of every row is followed closely 9 maximum spacings, bolt nail by with the effect that bonds of plumbous body, strengthened the bonding effect of junction plate 4 with plumbous body.Four bights of junction plate 4 external surfaces are provided with four bolts 10, and diameter is the twice of bolt nail 9, and damper is connected with the steel plate 12 of body of wall by bolt 10, becomes bolt disassembly type damper.Between the both sides and per two X-shaped dampers 5 of X-shaped damper 5, fill polyphenyl material 6, make damper and shear wall become a plane, polyphenyl material 6 forms " disconnected hot cold bridge " as a kind of heat-barrier material simultaneously, prevent indoor heat to outdoor loss when winter, it is indoor to prevent that outdoor heat from flowing to summer.At the shearing face of wall; make mortar plastering layer 11; mortar plastering layer 11 one side are as the topping of shear wall side steel plate 12, junction plate 4 in shear wall transversely distributed steelbar 1, vertical distribution reinforcement 2, the perps; perps, X-shaped damper 5 are hidden in shear wall; guarantee that the initial stiffness of perps shear wall under the little shake effect whole shear wall identical with profile is close; perps epidermis mortar 11 destroys under the middle shake effect, consumes some energy.
Below in conjunction with accompanying drawing 1～accompanying drawing 4, specify preparation method of the present invention:
1) longitudinal stress reinforcing bar 2 and stirrup 13 in the sleeper at configuration position, shear wall two edges;
2) longitudinal stress reinforcing bar 2 and the stirrup 13 in two edge sleeper of configuration shear wall perps both sides;
3) transversely distributed steelbar 1 of two wall limbs of configuration and the vertical distribution reinforcement 2 in the middle of the sleeper, form steel mesh reinforcement, between steel mesh reinforcement, socket with socketing reinforcing bar 8, the end that transverse reinforcement leaves perps at shear wall is not made crotch, utilize two distances between the wall limb to determine shear wall perps width, vertical distance between the upper end of perps and the shear wall top is 1～2 times of shear wall thickness of section, and the lower end of perps links to each other with the basis;
4) side surface of two wall limbs between perps, each disposes a steel plate 12, and steel plate 12 and the 1 welding anchoring of shear wall transverse reinforcement are as side form;
5) template of its excess-three of configuration shear wall face matches with steel plate between perps 12;
6) with the side column and the wallboard arrangement of reinforcement of shear wall, be the perps shear wall by the disturbing concrete one-shot forming, form removal after maintenance is shaped, the steel plate 12 between perps is not removed;
7) between the shear wall perps, evenly dispose X-shaped damper 5, this damper is connected with the steel plate 12 of body of wall by bolt 10, becomes bolt disassembly type damper;
8) in the both sides of X-shaped damper 5, fill polyphenyl material 6, make the external surface of X-shaped damper 5 and shear wall become a plane, make damper and shear wall become a plane, form " disconnected hot cold bridge " as heat-barrier material simultaneously.
9), make mortar plastering layer 11 at the shearing face of wall.
Claims (5)
1, shear wall hidden with vertical soft steel energy consupting band, the steel mesh reinforcement that configuration is made up of transversely distributed steelbar (1) and vertical distribution reinforcement (2) in wallboard, between steel mesh reinforcement, socket with socketing reinforcing bar (8), it is characterized in that: a perps is set in the middle of the shear wall, vertical distance between the upper end of perps and the shear wall top is 1～2 times of shear wall thickness of section, the lower end of perps links to each other with the basis, the side surface of two wall limbs between perps, each disposes a steel plate (12), with shear wall transversely distributed steelbar (1) welding anchoring, junction plate (4) evenly is set above two block plates (12), X-shaped mild steel steel plate (3) vertically is set between the junction plate (4), pour into the plumbous X-shaped lead (7) that forms between two X-shaped mild steel steel plates, form X-shaped damper (5), fill insulant material between the both sides of X-shaped damper (5) and per two the X-shaped dampers (5), mortar plastering layer (11) is made in shear wall metope outside.
2, according to the described shear wall hidden with vertical soft steel energy consupting band of claim 1, it is characterized in that: the junction plate (4) and plumbous contact surface weld bolt nail (9) at configuration X-shaped damper (5) two ends in the perps, length is 1/10 of plumbous body length, bolt nail (9) diameter is 1/2 of its length, junction plate (4) is arranged four row's bolt nails (9) under last, the adjacent bolt nail of every row (9) maximum spacing is 1/2 of a plumbous body length, and minimum number is 3.
3, according to the described shear wall hidden with vertical soft steel energy consupting band of claim 1, it is characterized in that: four bight weld bolts (10) of junction plate (4) lateral surface at X-shaped damper (5) two ends that dispose in the perps, diameter is the twice of internal-flange bolt nail, bolt (10) is connected with the steel plate (12) of shear wall perps side, makes X-shaped damper (5) become bolt disassembly type damper.
4, according to the described shear wall hidden with vertical soft steel energy consupting band of claim 1, it is characterized in that: described at X-shaped damper (5) both sides and per two X-shaped dampers (5) between the heat insulating material of filling be polyphenyl material (6).
5, a kind of preparation method of shear wall hidden with vertical soft steel energy consupting band is a kind of preparation method of shear wall, it is characterized in that:
1) longitudinal stress reinforcing bar and stirrup in the sleeper at configuration position, shear wall two edges;
2) longitudinal stress reinforcing bar and the stirrup in two edge sleeper of configuration shear wall perps both sides;
3) transversely distributed steelbar of two wall limbs of configuration and the vertical distribution reinforcement in the middle of the sleeper, form steel mesh reinforcement, between steel mesh reinforcement, socket with socketing reinforcing bar, the end that transverse reinforcement leaves perps at shear wall is not made crotch, utilize two distances between the wall limb to determine shear wall perps width, vertical distance between the upper end of perps and the shear wall top is 1～2 times of shear wall thickness of section, and the lower end of perps links to each other with the basis;
4) side surface of two wall limbs between perps, each disposes a steel plate, and steel plate and shear wall transverse reinforcement welding anchoring are as side form;
5) template of its excess-three of configuration shear wall face matches with steel plate between perps;
6) with the side column and the wallboard arrangement of reinforcement of shear wall, be the perps shear wall by the disturbing concrete one-shot forming, form removal after maintenance is shaped, the steel plate between perps is not removed;
7) junction plate evenly is set above two block plates, X-shaped mild steel steel plate vertically is set between the junction plate, pour into the plumbous X-shaped lead that forms between two X-shaped mild steel steel plates, form the X-shaped damper;
8) between the both sides and per two X-shaped dampers (5) of X-shaped damper (5), fill polyphenyl material (6), make damper and shear wall become a plane;
9), make the mortar plastering layer at the shearing face of wall.
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| Application Number | Priority Date | Filing Date | Title |
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| CNB2005101353143A CN100356001C (en) | 2005-12-28 | 2005-12-28 | Shear wall hidden with vertical soft steel energy consupting band and mfg. method thereof |
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| CNB2005101353143A CN100356001C (en) | 2005-12-28 | 2005-12-28 | Shear wall hidden with vertical soft steel energy consupting band and mfg. method thereof |
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| CN1793541A true CN1793541A (en) | 2006-06-28 |
| CN100356001C CN100356001C (en) | 2007-12-19 |
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Cited By (13)
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| CN100595400C (en) * | 2007-11-15 | 2010-03-24 | 滕军 | Coupled shearing force wall energy-dissipation beam-coupled steel plate damper and its using method |
| CN102400506A (en) * | 2011-09-22 | 2012-04-04 | 姚攀峰 | Template-free energy consumption steel plate shear wall and construction method thereof |
| CN102409783A (en) * | 2011-11-28 | 2012-04-11 | 北京工业大学 | Bottom double composite section steel shear wall with reinforced concrete frame and inside-hidden steel plate as well as manufacturing method |
| CN102409755A (en) * | 2011-11-28 | 2012-04-11 | 北京工业大学 | Section steel concrete frame inbuilt steel plate core cylinder with doubly superimposed bottom and producing method thereof |
| CN103790262A (en) * | 2014-02-13 | 2014-05-14 | 智性科技南通有限公司 | Combination slit shear wall with replaceable energy dissipation steel plates |
| CN104294996A (en) * | 2014-09-28 | 2015-01-21 | 中国建筑股份有限公司 | Novel prefabricated concrete shear wallboard with bottom openings and vertical joint energy consumption devices |
| CN104775544A (en) * | 2015-03-04 | 2015-07-15 | 安徽新华学院 | Energy dissipation type coupled anti-seismic wall with reinforcing bars, grouting holes, building blocks and combined coupling beam and manufacturing method |
| CN105696723A (en) * | 2016-02-05 | 2016-06-22 | 中国建筑西南设计研究院有限公司 | Disjunction type few-reinforcement and non-through slotting concrete energy consumption partition and method for determining number of segments of wall after vertical joint forming |
| CN105863166A (en) * | 2016-05-20 | 2016-08-17 | 西安建筑科技大学 | Prefabricated L-shaped column energy consumption connection node |
| CN106760611A (en) * | 2017-03-22 | 2017-05-31 | 华北理工大学 | Lift the reinforced concrete shear wall and its construction method of shear wall structure deformability |
| CN107190881A (en) * | 2017-06-26 | 2017-09-22 | 东南大学 | A kind of fabricated shear wall vertical abutment joint mild-steel energy-consumption attachment means |
| CN108612227A (en) * | 2018-04-03 | 2018-10-02 | 常州工程职业技术学院 | A kind of thin-walled mild steel Weak link fabricated shear wall unit |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN2313988Y (en) * | 1997-04-21 | 1999-04-14 | 同济大学 | Earthquake resistant wall |
| JP2000087589A (en) * | 1998-09-10 | 2000-03-28 | Kajima Corp | Active type earthquake damping system for multilayer structure |
| CN1246547C (en) * | 2004-11-19 | 2006-03-22 | 清华大学 | Buckling and energy consumption preventing steel plate shear wall |
| CN2856225Y (en) * | 2005-12-28 | 2007-01-10 | 北京工业大学 | Built-in verticle energy consumption soft steel strip shearing wall |
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- 2005-12-28 CN CNB2005101353143A patent/CN100356001C/en not_active Expired - Fee Related
Cited By (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100595400C (en) * | 2007-11-15 | 2010-03-24 | 滕军 | Coupled shearing force wall energy-dissipation beam-coupled steel plate damper and its using method |
| CN102400506A (en) * | 2011-09-22 | 2012-04-04 | 姚攀峰 | Template-free energy consumption steel plate shear wall and construction method thereof |
| CN102409783A (en) * | 2011-11-28 | 2012-04-11 | 北京工业大学 | Bottom double composite section steel shear wall with reinforced concrete frame and inside-hidden steel plate as well as manufacturing method |
| CN102409755A (en) * | 2011-11-28 | 2012-04-11 | 北京工业大学 | Section steel concrete frame inbuilt steel plate core cylinder with doubly superimposed bottom and producing method thereof |
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