CN103967169A - Concrete shear wall with lead core energy-consuming device and built-in steel plate and manufacturing method - Google Patents
Concrete shear wall with lead core energy-consuming device and built-in steel plate and manufacturing method Download PDFInfo
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- CN103967169A CN103967169A CN201410146825.4A CN201410146825A CN103967169A CN 103967169 A CN103967169 A CN 103967169A CN 201410146825 A CN201410146825 A CN 201410146825A CN 103967169 A CN103967169 A CN 103967169A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 123
- 239000010959 steel Substances 0.000 title claims abstract description 123
- 239000004567 concrete Substances 0.000 title claims abstract description 26
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 5
- 238000009826 distribution Methods 0.000 claims description 37
- 239000011372 high-strength concrete Substances 0.000 claims description 13
- 239000011150 reinforced concrete Substances 0.000 abstract description 10
- 229910000746 Structural steel Inorganic materials 0.000 abstract 1
- 230000002265 prevention Effects 0.000 abstract 1
- 230000003014 reinforcing Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 8
- 238000002360 preparation method Methods 0.000 description 5
- 230000015572 biosynthetic process Effects 0.000 description 4
- 238000005755 formation reaction Methods 0.000 description 4
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 230000036244 malformation Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 235000012970 cakes Nutrition 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000875 corresponding Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002349 favourable Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002093 peripheral Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Abstract
The invention provides a concrete shear wall with a lead core energy-consuming device and a built-in steel plate and a manufacturing method, and belongs to the field of earthquake resistance and disaster prevention and reduction of engineering structures. Connection plates with bolt holes are welded to the middle of the inner side of a structural steel frame, and studs are welded to the two sides of the steel plate with round holes distributed in a diagonal mode. The steel plate is connected with the connection plates with the bolt holes in a splicing and fastening mode through high-strength bolts, cake-shaped lead blocks with round holes are embedded in the round holes distributed in the diagonal mode, tie bars penetrate through the cake-shaped lead blocks with the round holes to be bound with reinforcing mats, and concrete is poured in the two sides of the steel plate with the round holes distributed in the diagonal mode to form the concrete shear wall. Under the action of earthquakes with common intensity, the steel plate shear wall provides sufficient rigidity for a structure; the tie bars and the lead blocks extrude to dissipate part of earthquake energy, and house structures can be normally used; under the action of earthquakes with rare earthquake intensity, the tie bars and the studs are effectively bound with a reinforced concrete wall, the steel plate is prevented from buckling outside a plane, and the structural earthquake resistance is enhanced.
Description
Technical field
The present invention relates to a kind of built-in steel plate concrete shear wall and preparation method with lead for retractable pencil energy-dissipating device, belong to engineering structures antidetonation and the technical field of preventing and reducing natural disasters.
Background technology
In Super High Mixed Architecture, shear wall is a kind of important lateral resistant member.Under geological process, Core Walls Structure shear wall has not only been born most of earthquake shearing, but also has played the important function of dissipation seismic energy, is the key member of Super High Mixed Architecture seismic design.If traditional reinforced concrete shear wall member uses in overrunning high-rise building, need the thicker wall thickness of design could resist corresponding horizontal earthquake action, cause the waste of constructional materials, usage space, increase dead load, cause geological process to be strengthened; In addition, for frame-tube structural system, bear the requirement of floor shearing ratio for meeting exterior frame column, the cross section of housing beam column also will increase to realize the Rigidity Matching of inner core and housing thereupon.Secondly, under the effect of rarely occurred earthquake, traditional reinforced concrete shear wall piece table reveals obvious brittleness, and energy dissipation capacity is poor and be unfavorable for repairing after structural seismic and shake.Comparatively speaking, in overrunning high-rise building frame-tube structural system, the Core Walls Structure that steel plate concrete shear wall forms is more favourable to structure stress.The present invention adopts the reinforced mesh colligation in steel tie and reinforced concrete shear wall on body of wall diagonal angle, and tamps with plumbous cake in the junction of steel plate and steel tie.Extruding plumbous and steel tie can produce good energy dissipation capacity; Steel tie and peg reliably connect with reinforced concrete wall, can give full play to the effect of steel plate wall and reinforced concrete wall, improve the ductility of structure, reduce dead load, alleviate geological process, be conducive to ensure that people's safety of life and property is significant, economy and society is worth.
Summary of the invention
The object of the present invention is to provide a kind of built-in steel plate concrete shear wall and preparation method with lead for retractable pencil energy-dissipating device with advantages such as simple structure, easy construction, anti-seismic performance are good, to solving the problems such as traditional reinforced concrete shear wall member energy dissipation capacity is poor, shock resistance is weak.
The technical solution used in the present invention is as follows:
With a built-in steel plate concrete shear wall for lead for retractable pencil energy-dissipating device, comprise shaped steel frame 1, with the junction plate 2 of bolt hole, the steel plate 3 with diagonal angle distribution circular hole, peg 4, high-strength bolt 5, round-meshed circular lead 6, steel tie 7, reinforced mesh 8, high-strength concrete 9; Be welded on shaped steel frame 1 with the junction plate 2 of bolt hole; Peg 4 is welded on to the both sides with the steel plate 3 of diagonal angle distribution circular hole; With high-strength bolt 5 and fastening being connected of junction plate 2 with bolt hole; The round-meshed circular lead 6 of filling tape on the steel plate circular hole with diagonal angle distribution circular hole, steel tie 7 is appeared the circular hole of lead 6 reinforced mesh 8 colligations with steel plate 3 both sides with diagonal angle distribution circular hole; At the closely knit built-in steel plate concrete shear wall of high-strength concrete 9 formation with lead for retractable pencil energy-dissipating device of building in the both sides of the steel plate 3 with diagonal angle distribution circular hole.
The described junction plate 2 with bolt hole is welded on shaped steel frame 1 inner side, depart to the same side with 1/2 of the thickness of the steel plate 3 of diagonal angle distribution circular hole in shaped steel frame midline, shaped steel frame 1 is equated at the width being positioned at steel plate 3 both sides of diagonal angle distribution circular hole.
The described steel plate with diagonal angle distribution circular hole is Q345 level steel.
Described is closely connected with high-strength bolt 5 with the steel plate 3 edge circular holes with diagonal angle distribution circular hole with the junction plate 2 of bolt hole, and ensures the quality connecting.
The described round-meshed circular lead 6 of filling tape on the steel plate circular hole with diagonal angle distribution circular hole, steel tie 7 appear the circular hole of lead 6 and with reinforced mesh 8 colligations, should guarantee steel tie 7 with reinforced mesh 8 in Nodes colligation.
The strength grade of described high-strength concrete 9 is C60.
Described a kind of strong constraint steel plate shear force wall member and preparation method, production order is as follows:
A) be welded on shaped steel frame 1 with the junction plate 2 of bolt hole;
B) by the steel plate that the has diagonal angle distribution circular hole 3 use high-strength bolts 5 of both sides weld stud 4 and fastening being connected of junction plate 2 with bolt hole;
C) the round-meshed circular lead 6 of filling tape on the steel plate circular hole with diagonal angle distribution circular hole, steel tie 7 through the circular hole of lead 6 and with reinforced mesh 8 colligations;
D) at the closely knit built-in steel plate concrete shear wall of high-strength concrete 9 formation with lead for retractable pencil energy-dissipating device of building in the both sides of steel plate 3;
The strong constraint steel plate concrete shear wall member that the present invention proposes is for the lateral resistant member of overrunning high-rise building structure.
Compared with traditional semi-girder member, advantage of the present invention is:
(1) meet under earthquake intensity geological processes, the reinforced concrete shear wall co-operation of steel plate frame, steel plate and steel plate both sides provides enough rigidity for structure more.
(2) under fortification intensity geological process, the reinforced concrete shear wall of steel plate both sides produces local cracks in bight, and in malformation process, steel tie is with lead extruding power consumption, and malformation is less.
(3) meet under earthquake intensity geological process rare, steel plate surrender, under the acting in conjunction of steel tie and peg, lateral buckling is subject to the strong constraint that adds of peripheral reinforced concrete wall, and ductility improves, and energy dissipation capacity strengthens, and protects other structural element not to be destroyed.
(4) the built-in steel plate concrete shear wall of lead for retractable pencil energy-dissipating device, is convenient to factory process, cost-saving.
Brief description of the drawings:
Fig. 1 is a kind of strong constraint shape steel plate of the present invention concrete shear force wall reinforced component figure;
Fig. 2 is the A-A view of Fig. 1.
In figure: 1, shaped steel frame, 2, with the junction plate of bolt hole, 3, with the steel plate of diagonal angle distribution circular hole, 4, peg, 5, high-strength bolt, 6, round-meshed circular lead, 7, steel tie, 8, reinforced mesh, 9, high-strength concrete.
Detailed description of the invention:
Be described further for the present invention below in conjunction with the drawings and specific embodiments.
With a built-in steel plate concrete shear wall for lead for retractable pencil energy-dissipating device, comprise shaped steel frame 1, with the junction plate 2 of bolt hole, the steel plate 3 with diagonal angle distribution circular hole, peg 4, high-strength bolt 5, round-meshed circular lead 6, steel tie 7, reinforced mesh 8, high-strength concrete 9; Be welded on shaped steel frame 1 with the junction plate 2 of bolt hole; Peg 4 is welded on to the both sides with the steel plate 3 of diagonal angle distribution circular hole; With high-strength bolt 5 and fastening being connected of junction plate 2 with bolt hole; The round-meshed circular lead 6 of filling tape on the circular hole of the steel plate 3 with diagonal angle distribution circular hole, steel tie 7 is appeared the circular hole of lead 6 reinforced mesh 8 colligations with steel plate 3 both sides with diagonal angle distribution circular hole; At the closely knit built-in steel plate concrete shear wall of high-strength concrete 9 formation with lead for retractable pencil energy-dissipating device of building in the both sides of steel plate 3.
The described junction plate 2 with bolt hole is welded on shaped steel frame 1 inner side, depart to the same side with 1/2 of the thickness of the steel plate 3 of diagonal angle distribution circular hole in shaped steel frame midline, shaped steel frame 1 is positioned at the width of steel plate 3 both sides of diagonal angle distribution circular hole and equates.
The described steel plate 3 with diagonal angle distribution circular hole is Q345 level steel.
Described is closely connected with high-strength bolt 5 with the steel plate 3 edge circular holes with diagonal angle distribution circular hole with the junction plate 2 of bolt hole, and ensures the quality connecting.
The described round-meshed circular lead 6 of filling tape on the steel plate circular hole with diagonal angle distribution circular hole, steel tie 7 appear the circular hole of lead 6 and with reinforced mesh 8 colligations, should guarantee steel tie 7 with reinforced mesh 8 in Nodes colligation.
The strength grade of described high-strength concrete 9 is C60.
Described a kind of strong constraint steel plate shear force wall member and preparation method, production order is as follows:
A) be welded on shaped steel frame 1 with the junction plate 2 of bolt hole;
B) by the steel plate that the has diagonal angle distribution circular hole 3 use high-strength bolts 5 of both sides weld stud 4 and fastening being connected of junction plate 2 with bolt hole;
C) the round-meshed circular lead 6 of filling tape on the steel plate circular hole with diagonal angle distribution circular hole, steel tie 7 through the circular hole of lead 6 and with reinforced mesh 8 colligations;
D) at the closely knit built-in steel plate concrete shear wall of high-strength concrete 9 formation with lead for retractable pencil energy-dissipating device of building in the both sides of steel plate 3;
Be more than an exemplary embodiments of the present invention, enforcement of the present invention is not limited to this.
Claims (7)
1. the built-in steel plate concrete shear wall with lead for retractable pencil energy-dissipating device, comprises shaped steel frame (1), with the junction plate (2) of bolt hole, the steel plate (3) with diagonal angle distribution circular hole, peg (4), high-strength bolt (5), round-meshed circular lead (6), steel tie (7), reinforced mesh (8), high-strength concrete (9); It is characterized in that: be welded on shaped steel frame (1) with the junction plate (2) of bolt hole; Peg (4) is welded on to both sides with the steel plate (3) of diagonal angle distribution circular hole in order to fixing; With high-strength bolt (5) and fastening being connected of junction plate (2) with bolt hole; The round-meshed circular lead of filling tape (6) on the circular hole of the steel plate with diagonal angle distribution circular hole (3), steel tie (7) appear the circular hole of lead (6) and with reinforced mesh (8) colligation being positioned at steel plate (3) both sides of diagonal angle distribution circular hole; In the both sides of the steel plate with diagonal angle distribution circular hole (3), the closely knit high-strength concrete (9) of building forms the built-in steel plate concrete shear wall with lead for retractable pencil energy-dissipating device.
2. according to a kind of strong constraint steel plate concrete shear wall member claimed in claim 1, it is characterized in that:
The described junction plate with bolt hole (2) is welded on shaped steel frame (1) inner side, depart to the same side with 1/2 of the thickness of the steel plate (3) of diagonal angle distribution circular hole in shaped steel frame midline, shaped steel frame (1) is positioned at the width of steel plate (3) both sides of diagonal angle distribution circular hole and equates.
3. according to a kind of strong constraint steel plate concrete shear wall member claimed in claim 1, it is characterized in that:
The described steel plate with diagonal angle distribution circular hole (3) is Q345 level steel.
4. according to a kind of strong constraint steel plate concrete shear wall member claimed in claim 1, it is characterized in that:
The described junction plate with bolt hole (2) and steel plate (3) edge with diagonal angle distribution circular hole for circular hole high-strength bolt (5) be closely connected, and ensure the quality connecting.
5. according to a kind of strong constraint steel plate concrete shear wall member claimed in claim 1, it is characterized in that:
The described round-meshed circular lead of filling tape (6) on the steel plate circular hole with diagonal angle distribution circular hole, steel tie (7) appear the circular hole of lead (6) and with reinforced mesh (8) colligation, should guarantee that steel tie (7) and reinforced mesh (8) are in Nodes colligation.
6. according to a kind of strong constraint steel plate concrete shear wall member claimed in claim 1, it is characterized in that:
The strength grade of described high-strength concrete (9) is C60.
7. according to a kind of strong constraint steel plate concrete shear wall member claimed in claim 1, it is characterized in that: its production order is as follows:
A) be welded on shaped steel frame (1) with the junction plate (2) of bolt hole;
B) by the steel plate that has diagonal angle distribution circular hole (3) of both sides weld stud (4) with high-strength bolt (5) and fastening being connected of junction plate (2) with bolt hole;
C) the round-meshed circular lead of filling tape (6) on the steel plate circular hole with diagonal angle distribution circular hole, steel tie (7) through the circular hole of lead (6) and with reinforced mesh (8) colligation being positioned at steel plate (3) both sides of diagonal angle distribution circular hole;
D) form the built-in steel plate concrete shear wall with lead for retractable pencil energy-dissipating device at the closely knit high-strength concrete (9) of building in the both sides of steel plate (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410146825.4A CN103967169A (en) | 2014-04-12 | 2014-04-12 | Concrete shear wall with lead core energy-consuming device and built-in steel plate and manufacturing method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410146825.4A CN103967169A (en) | 2014-04-12 | 2014-04-12 | Concrete shear wall with lead core energy-consuming device and built-in steel plate and manufacturing method |
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| CN103967169A true CN103967169A (en) | 2014-08-06 |
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| CN201410146825.4A Pending CN103967169A (en) | 2014-04-12 | 2014-04-12 | Concrete shear wall with lead core energy-consuming device and built-in steel plate and manufacturing method |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104563332A (en) * | 2014-12-30 | 2015-04-29 | 长安大学 | Built-in steel plate and reactive powder concrete composite shear wall |
| CN106545110A (en) * | 2016-11-04 | 2017-03-29 | 西安建筑科技大学 | A kind of anti-buckling steel plate shear wall structure being easily assembled |
| CN107060192A (en) * | 2017-05-04 | 2017-08-18 | 浙江绿筑集成科技有限公司 | A kind of steel plate combined shear wall being made up of H profile steel and steel plate and preparation method |
| CN112982738A (en) * | 2021-03-16 | 2021-06-18 | 北京工业大学 | Assembled multi-dimensional energy-consumption shear wall system containing multi-section yield steel pipe concrete flat column |
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| JPH09221852A (en) * | 1996-02-16 | 1997-08-26 | Ohbayashi Corp | Vibration control device for building |
| JP2001049894A (en) * | 1999-08-06 | 2001-02-20 | Dynamic Design:Kk | Vibration control wall |
| CN101851967A (en) * | 2010-06-01 | 2010-10-06 | 哈尔滨工业大学 | Novel joint connecting method for steel plate and concrete combination shear wall connected with frame beam |
| CN102296726A (en) * | 2011-05-18 | 2011-12-28 | 东南大学 | Assembly type lead shear damping wall |
| 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 |
| CN103410248A (en) * | 2013-08-23 | 2013-11-27 | 清华大学 | Internal stiffened composite steel plate shear wall connected through high-strength bolts |
| CN203475641U (en) * | 2013-07-23 | 2014-03-12 | 广州大学 | Bending constraint stiffening rib steel plate shear wall |
-
2014
- 2014-04-12 CN CN201410146825.4A patent/CN103967169A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09221852A (en) * | 1996-02-16 | 1997-08-26 | Ohbayashi Corp | Vibration control device for building |
| JP2001049894A (en) * | 1999-08-06 | 2001-02-20 | Dynamic Design:Kk | Vibration control wall |
| CN101851967A (en) * | 2010-06-01 | 2010-10-06 | 哈尔滨工业大学 | Novel joint connecting method for steel plate and concrete combination shear wall connected with frame beam |
| CN102296726A (en) * | 2011-05-18 | 2011-12-28 | 东南大学 | Assembly type lead shear damping wall |
| 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 |
| CN203475641U (en) * | 2013-07-23 | 2014-03-12 | 广州大学 | Bending constraint stiffening rib steel plate shear wall |
| CN103410248A (en) * | 2013-08-23 | 2013-11-27 | 清华大学 | Internal stiffened composite steel plate shear wall connected through high-strength bolts |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104563332A (en) * | 2014-12-30 | 2015-04-29 | 长安大学 | Built-in steel plate and reactive powder concrete composite shear wall |
| CN106545110A (en) * | 2016-11-04 | 2017-03-29 | 西安建筑科技大学 | A kind of anti-buckling steel plate shear wall structure being easily assembled |
| CN107060192A (en) * | 2017-05-04 | 2017-08-18 | 浙江绿筑集成科技有限公司 | A kind of steel plate combined shear wall being made up of H profile steel and steel plate and preparation method |
| CN112982738A (en) * | 2021-03-16 | 2021-06-18 | 北京工业大学 | Assembled multi-dimensional energy-consumption shear wall system containing multi-section yield steel pipe concrete flat column |
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Application publication date: 20140806 |