CN2816171Y - Built-in section steel bar concrete composite concealed supprting shear wall - Google Patents
Built-in section steel bar concrete composite concealed supprting shear wall Download PDFInfo
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- CN2816171Y CN2816171Y CN 200420120340 CN200420120340U CN2816171Y CN 2816171 Y CN2816171 Y CN 2816171Y CN 200420120340 CN200420120340 CN 200420120340 CN 200420120340 U CN200420120340 U CN 200420120340U CN 2816171 Y CN2816171 Y CN 2816171Y
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- shear
- bearing diagonal
- reinforcing bar
- steel
- frame
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 57
- 239000010959 steel Substances 0.000 title claims abstract description 57
- 239000004567 concrete Substances 0.000 title claims abstract description 32
- 239000002131 composite material Substances 0.000 title claims abstract description 11
- 230000002787 reinforcement Effects 0.000 claims abstract description 47
- 230000003014 reinforcing Effects 0.000 claims description 27
- 150000001875 compounds Chemical class 0.000 claims description 25
- 210000003205 Muscles Anatomy 0.000 claims description 22
- 238000004873 anchoring Methods 0.000 claims description 18
- 210000002435 Tendons Anatomy 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 6
- 238000005755 formation reaction Methods 0.000 claims description 6
- 230000000694 effects Effects 0.000 claims description 3
- 238000005265 energy consumption Methods 0.000 abstract 1
- 230000002349 favourable Effects 0.000 abstract 1
- 238000010008 shearing Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 9
- 238000010276 construction Methods 0.000 description 7
- 230000035939 shock Effects 0.000 description 6
- 239000011150 reinforced concrete Substances 0.000 description 3
- 230000015556 catabolic process Effects 0.000 description 2
- 230000004059 degradation Effects 0.000 description 2
- 238000006731 degradation reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000000875 corresponding Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000116 mitigating Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
Abstract
The utility model belongs to a shear wall, particularly a shear wall with concealed bracings inside. A concrete composite concealed bracing shear wall with built-in 'steel bars-steel reinforcements' is composed of frame columns (1) and a shear wall plate, wherein wire meshes composed of steel reinforcements distributed transversely and longitudinally are arranged in the shear wall plate, the wire meshes are connected with each other by pulling by using pulling steel reinforcements (16), diagonal steel reinforcement bundles are additionally arranged between transverse and longitudinal wire meshes, and a hoop reinforcement performing the constraining function is arranged on each diagonal reinforcement bundle. The utility model is characterized in that a steel bar batter brace (11) is additionally arranged on the core part of the diagonal steel reinforcement bundle; a composite bracing composed of the steel reinforcement batter brace (10) and the steel bar batter brace (11) is arranged in each wire mesh of the shear wall plate, and the composite bracing can form a V shape, an X shape or a figure eight shape. Compared with the existing shear wall, the utility model has the advantages of large initial stiffness, high bearing capacity, slow reduction of bearing capacity and stiffness, multiple quakeproof lines of defense, and favorable integral quakeproof and energy consumption performance. Moreover, the quakeproof performance at the later stage is relatively stable, and the shearing and the sliding damage at the bottom can be reduced.
Description
Technical field
The utility model belongs to a kind of shear wall, particularly a kind of shear wall of built-in dark support.
Background technology
Casualties that violent earthquake causes and property loss are very huge.The key of antidetonation mitigation is to strengthen the shock resistance of building.Reinforced concrete shear wall is the particularly core antidetonation parts of high building structure of building structure, and it is widely used in frame-shear wall structure, framework one tube structure, shear wall structure, steel one concrete composite structure.Shear wall is being born the geological process of structural entity 80% approximately.Yet the ductility of shear wall is relatively poor, has influenced giving full play to of its structural entity anti-seismic performance.Therefore, ductility and the comprehensive anti-seismic performance of improving shear wall is the problem of very paying close attention to both at home and abroad always.Have in the existing scheme of improving shear wall and in reinforced concrete shear wall, add the dark technology that supports of steel plate.The problem of its existence is, in the later stage of shear wall elastic-plastic deformation since steel plate support around not with its vertical muscle in the same way and the constraint of the concrete nuclear core bundle that forms of corresponding stirrup, steel plate easily produces the plane outcurve and bends and lose its shock resistance.Inventor of the present utility model has proposed dark shear wall, the gain the national patent (patent No.: ZL97244563.3) of supporting of band from improving shear wall self energy dissipation capacity and bearing capacity angle.This band secretly supports shear wall, be on common shear wall arrangement of reinforcement basis, add to join to form behind vertical muscle of dark support and the stirrup and be with oblique steel concrete nuclear core bundle, dark support can limit or postpone the development of diagonal crack to main diagonal crack, bootable horizontal curvature crack makes progress many distributions to have increased plastic hinge power consumption region height from the bottom, thinner and close and range of distribution is wide than common shear wall crack, destructiveness is lighter, bearing capacity and stiffness degradation are slow, and the later stage anti-seismic performance is relatively stable.But still there is weak point in above-mentioned utility model: its oblique dark supporting core partly is concrete, and tension, anti-pressure ability are still not enough.
Summary of the invention
Technical problem to be solved in the utility model is the problem that significantly improves the shear wall shock resistance, in order to address the above problem, the utility model has designed built-in " shaped steel-reinforcing bar " the compound dark support shear wall of concrete, it is compared with common shear wall, can significantly improve the shock resistance of carrying shear wall, because shear wall is the core lateral resisting parts of building structure, improved the shock resistance of shear wall, also just improved the whole shock resistance that shear wall structure is arranged, when building meets with violent earthquake, can alleviate its earthquake, prevent that it from collapsing.
The technical solution adopted in the utility model is: the compound dark support shear wall of built-in " shaped steel-reinforcing bar " concrete, constitute by frame columns 1 and shear wall slab, the steel mesh reinforcement that configuration is made up of horizontal and vertical distribution reinforcement in shear wall slab, between steel mesh reinforcement, socket with socketing reinforcing bar 16, between horizontal and vertical steel mesh reinforcement, add and be furnished with oblique tendon, oblique tendon has been provided with the stirrup of effect of contraction, it is characterized in that: add shaped steel bearing diagonal 11 at oblique tendon core.
Described shear wall, it is characterized in that: the composite supporting that is made of reinforcing bar bearing diagonal 10 and shaped steel bearing diagonal 11 that installs in the shear wall slab steel mesh reinforcement is herringbone, anchoring in the upper side frame beam is stretched in the upper end of its reinforcing bar bearing diagonal 10 and shaped steel bearing diagonal 11, the frame anchoring is stretched into from two ends of lower frame beam respectively in the lower end, vertical muscle of bearing diagonal and stirrup formation bearing diagonal cage of reinforcement affixed on it.
Described shear wall, it is characterized in that: the composite supporting that is made of reinforcing bar bearing diagonal 10 and shaped steel bearing diagonal 11 that installs in the shear wall slab steel mesh reinforcement is X-shaped, anchoring in the upper side frame beam is stretched in the upper end of its reinforcing bar bearing diagonal 10 and shaped steel bearing diagonal 11, the frame anchoring is stretched into from two ends of lower frame beam respectively in the lower end, vertical muscle of bearing diagonal and stirrup formation bearing diagonal cage of reinforcement affixed on it.
Described shear wall, it is characterized in that: the composite supporting that is made of reinforcing bar bearing diagonal 10 and shaped steel bearing diagonal 11 that installs in the shear wall slab steel mesh reinforcement is splayed, anchoring in the upper side frame beam is stretched in the upper end of its reinforcing bar bearing diagonal 10 and shaped steel bearing diagonal 11, the frame anchoring is stretched into from two ends of lower frame beam respectively in the lower end, vertical muscle of bearing diagonal and stirrup formation bearing diagonal cage of reinforcement affixed on it.
The compound dark support shear wall of built-in " shaped steel-reinforcing bar " concrete, secretly support shear wall, be with steel concrete secretly to support the supporting capacity raising of shear wall than existing common shear wall, band steel plate, bearing capacity and stiffness degradation are slow, the later stage anti-seismic performance is relatively stable, and the bottom shear sliding rupture alleviates.
Description of drawings
Fig. 1 is the structural reinforcement schematic diagram of the compound dark support of the utility model " shaped steel-reinforcing bar " concrete element of construction of shear wall when being herringbone;
Fig. 2 is an A-A section enlarged diagram among Fig. 1;
Fig. 3 is a B-B section enlarged diagram among Fig. 1;
Fig. 4 is the structural reinforcement schematic diagram of the compound dark support of the utility model " shaped steel-reinforcing bar " concrete element of construction of shear wall when being X-shaped;
Fig. 5 is the structural reinforcement schematic diagram of the compound dark support of the utility model " shaped steel-reinforcing bar " concrete element of construction of shear wall when being splayed;
Fig. 6 is the structural reinforcement schematic diagram that the compound dark support of the utility model " shaped steel-reinforcing bar " concrete is an element of construction of shear wall when herringbone is netted arranges;
Fig. 7 is the structural reinforcement schematic diagram that the compound dark support of the utility model " shaped steel-reinforcing bar " concrete is an element of construction of shear wall when X-shaped is netted to be arranged;
Fig. 8 is the structural reinforcement schematic diagram that the compound dark support of the utility model " shaped steel-reinforcing bar " concrete is an element of construction of shear wall when splayed is netted arranges;
The specific embodiment
Embodiment 1
Structural reinforcement schematic diagram such as Fig. 1, Fig. 2 and shown in Figure 3 of an element of construction of the compound dark support shear wall of built-in " shaped steel-reinforcing bar " concrete, it is by reinforced concrete frame and is with the compound dark support shear wall slab of built-in " shaped steel-reinforcing bar " concrete to constitute.The arrangement of reinforcement of its square cross section frame columns 1 is, there are 4 reinforcing bars 2 on every limit, along the vertical muscle of post equably colligation quadrangle stirrup 3 and octagon stirrup 4, its stirrup distributes and connects the intranodal zone that joins to Liang Yuzhu; The arrangement of reinforcement of its square-section frame beam 5 is, there are equidistant 3 vertical muscle 6 on every limit, along the vertical muscle of beam equably colligation rectangle hoop 7, the stirrup of frame beam is evenly distributed to beam-ends; The arrangement of reinforcement of shear wall is, vertically arrange shear wall slab reinforcing bar 8 and 9 in both sides respectively equably along laterally reaching, and colligation is fixed in the crosspoint, forms two steel mesh reinforcements, insert respectively in frame columns and the frame beam at reinforcing bar 8 and 9 two ends, and make it satisfy the requirement of anchorage length respectively.The arrangement of reinforcement of bearing diagonal is, affixedly symmetrically respectively in two steel mesh reinforcements of shear wall slab is the lambdoid compound dark support of " shaped steel-reinforcing bar " concrete that is made of reinforcing bar bearing diagonal 10 and shaped steel bearing diagonal 11.Anchoring in the upper side frame beam is stretched in the upper end of reinforcing bar bearing diagonal 10 and shaped steel bearing diagonal 11, and the frame anchoring is stretched into from the end of lower frame beam in its lower end, and makes it satisfy the requirement of anchorage length respectively.Installing stirrup 12 equably between four reinforcing bars of the vertical muscle 10 of bearing diagonal, vertical muscle 10 and shaped steel 11 connect into " shaped steel-reinforcing bar " compound dark support frame with uniform stirrup, behind the disturbing concrete, form the compound dark support of built-in " shaped steel-reinforcing bar " concrete.Other constructional reinforcement has, and affixed respectively affixed muscle 13 and 14 is the affixed muscle 20 that reduces slippage on the shaped steel edge of a wing at the node place that vertical muscle of bearing diagonal and frame intersect.Between the vertical muscle of bearing diagonal and two steel mesh reinforcements of shear wall, link to each other with socketing reinforcing bar 16 uniformly, between two steel mesh reinforcements of shear wall also with spacing be less than or equal to 600mm to socket reinforcing bar 16 continuous.With frame and the moulding of shear wall slab one piece disturbing concrete, promptly constitute the compound dark support shear wall of built-in " shaped steel-reinforcing bar " concrete at last.
Embodiment 2
Second kind of form of structure of the compound dark support shear wall of built-in " shaped steel-reinforcing bar " concrete as shown in Figure 4, be at two steel mesh reinforcements of shear wall slab inboard affixed X-shaped reinforcing bar bearing diagonal 10 and shaped steel bearing diagonal 11, anchoring in the upper side frame beam is stretched in the upper end of reinforcing bar bearing diagonal 10 and shaped steel bearing diagonal 11, the frame anchoring is stretched into from end, lower frame beam ground in its lower end, and makes it satisfy the requirement of anchorage length respectively.Distinguish affixed affixed muscle 15 at the node place that vertical muscle of bearing diagonal and frame intersect, others are identical with first kind of form.
Embodiment 3
The third form of structure of the compound dark support shear wall of built-in " shaped steel-reinforcing bar " concrete as shown in Figure 5, be at two steel mesh reinforcements of shear wall slab inboard affixed splayed reinforcing bar bearing diagonal 10 and shaped steel bearing diagonal 11, anchoring in the upper side frame beam is stretched in the upper end of reinforcing bar bearing diagonal 10 and shaped steel bearing diagonal 11, the frame anchoring is stretched into from end, lower frame beam ground in its lower end, and makes it satisfy the requirement of anchorage length respectively.Distinguish affixed affixed muscle 14 and 17 at the node place that vertical muscle of bearing diagonal and frame intersect, others are identical with first kind of form.
Embodiment 4,5,6
When the shear wall depth-width ratio is smaller than 1, adopt a plurality of compound dark support net to arrange that effect is better.
The compound dark support shear wall of built-in " shaped steel-reinforcing bar " concrete fourth, fifth, six kind of form of structure is respectively as Fig. 6, Fig. 7, shown in Figure 8, this moment, the shear wall depth-width ratio all was smaller than 1, one of optional above-mentioned three kinds of modes of mode of the compound dark support of " shaped steel-reinforcing bar " concrete built-in in the wallboard, other structure is identical with first kind of mode.18,19 is the affixed muscle at the crossing node place of reinforcing bar bearing diagonal and frame among Fig. 7.
Claims (4)
1, the compound dark support shear wall of a kind of built-in " shaped steel-reinforcing bar " concrete, constitute by frame columns (1) and shear wall slab, the steel mesh reinforcement that configuration is made up of horizontal and vertical distribution reinforcement in shear wall slab, between steel mesh reinforcement, socket with socketing reinforcing bar (16), between horizontal and vertical steel mesh reinforcement, add and be furnished with oblique tendon, oblique tendon has been provided with the stirrup of effect of contraction, it is characterized in that: add shaped steel bearing diagonal (11) at oblique tendon core.
2, according to the compound dark support shear wall of claim 1 described built-in " shaped steel-reinforcing bar " concrete, it is characterized in that: what install in the shear wall slab steel mesh reinforcement is herringbone by reinforcing bar bearing diagonal (10) and the composite supporting that shaped steel bearing diagonal (11) constitutes, anchoring in the upper side frame beam is stretched in the upper end of its reinforcing bar bearing diagonal (10) and shaped steel bearing diagonal (11), the frame anchoring is stretched into from two ends of lower frame beam respectively in the lower end, vertical muscle of bearing diagonal and stirrup formation bearing diagonal cage of reinforcement affixed on it.
3, according to the compound dark support shear wall of claim 1 described built-in " shaped steel-reinforcing bar " concrete, it is characterized in that: what install in the shear wall slab steel mesh reinforcement is X-shaped by reinforcing bar bearing diagonal (10) and the composite supporting that shaped steel bearing diagonal (11) constitutes, anchoring in the upper side frame beam is stretched in the upper end of its reinforcing bar bearing diagonal (10) and shaped steel bearing diagonal (11), the frame anchoring is stretched into from two ends of lower frame beam respectively in the lower end, vertical muscle of bearing diagonal and stirrup formation bearing diagonal cage of reinforcement affixed on it.
4, according to the compound dark support shear wall of claim 1 described built-in " shaped steel-reinforcing bar " concrete, it is characterized in that: what install in the shear wall slab steel mesh reinforcement is splayed by reinforcing bar bearing diagonal (10) and the composite supporting that shaped steel bearing diagonal (11) constitutes, anchoring in the upper side frame beam is stretched in the upper end of its reinforcing bar bearing diagonal (10) and shaped steel bearing diagonal (11), the frame anchoring is stretched into from two ends of lower frame beam respectively in the lower end, vertical muscle of bearing diagonal and stirrup formation bearing diagonal cage of reinforcement affixed on it.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200420120340 CN2816171Y (en) | 2004-12-17 | 2004-12-17 | Built-in section steel bar concrete composite concealed supprting shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200420120340 CN2816171Y (en) | 2004-12-17 | 2004-12-17 | Built-in section steel bar concrete composite concealed supprting shear wall |
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| Publication Number | Publication Date |
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| CN2816171Y true CN2816171Y (en) | 2006-09-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 200420120340 CN2816171Y (en) | 2004-12-17 | 2004-12-17 | Built-in section steel bar concrete composite concealed supprting shear wall |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101122151B (en) * | 2007-05-30 | 2010-09-08 | 北京工业大学 | Bidirectional single-row reinforcement shear wall structure and manufacturing method thereof |
| CN1995579B (en) * | 2006-12-29 | 2011-09-07 | 北京工业大学 | Steel pipe concrete frame-steel truss-concrete combined shear wall and its manufacture method |
| CN102635177A (en) * | 2012-04-27 | 2012-08-15 | 清华大学 | Un-bonded concealed bracing type shear wall for reinforced concrete frame and construction method thereof |
| CN102704596A (en) * | 2012-05-25 | 2012-10-03 | 北京工业大学 | Combined shear wall with concrete wrapped steel plate dense beam embedded between profile steel overlapped columns and externally wrapping concrete and manufacturing method |
| CN105649259A (en) * | 2015-12-31 | 2016-06-08 | 中南大学 | Prefabricated concrete wallboard and wallboard structural system constructed through prefabricated concrete wallboards and provided with hidden frame |
-
2004
- 2004-12-17 CN CN 200420120340 patent/CN2816171Y/en not_active IP Right Cessation
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1995579B (en) * | 2006-12-29 | 2011-09-07 | 北京工业大学 | Steel pipe concrete frame-steel truss-concrete combined shear wall and its manufacture method |
| CN101122151B (en) * | 2007-05-30 | 2010-09-08 | 北京工业大学 | Bidirectional single-row reinforcement shear wall structure and manufacturing method thereof |
| CN102635177A (en) * | 2012-04-27 | 2012-08-15 | 清华大学 | Un-bonded concealed bracing type shear wall for reinforced concrete frame and construction method thereof |
| CN102704596A (en) * | 2012-05-25 | 2012-10-03 | 北京工业大学 | Combined shear wall with concrete wrapped steel plate dense beam embedded between profile steel overlapped columns and externally wrapping concrete and manufacturing method |
| CN105649259A (en) * | 2015-12-31 | 2016-06-08 | 中南大学 | Prefabricated concrete wallboard and wallboard structural system constructed through prefabricated concrete wallboards and provided with hidden frame |
| CN105649259B (en) * | 2015-12-31 | 2018-01-02 | 中南大学 | A kind of wallboard structural system of the dark framework of band of precast concrete wall panel and its structure |
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| CF01 | Termination of patent right due to non-payment of annual fee |