CN103669649A - Built-in concealed brace self-insulation laminated plate type shear wall - Google Patents
Built-in concealed brace self-insulation laminated plate type shear wall Download PDFInfo
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- CN103669649A CN103669649A CN201310645928.0A CN201310645928A CN103669649A CN 103669649 A CN103669649 A CN 103669649A CN 201310645928 A CN201310645928 A CN 201310645928A CN 103669649 A CN103669649 A CN 103669649A
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- 238000009413 insulation Methods 0.000 title claims abstract description 9
- 239000004567 concrete Substances 0.000 claims abstract description 31
- 239000011178 precast concrete Substances 0.000 claims abstract description 18
- 230000002787 reinforcement Effects 0.000 claims description 35
- 230000003014 reinforcing effect Effects 0.000 claims description 17
- 238000010792 warming Methods 0.000 claims description 17
- 238000011065 in-situ storage Methods 0.000 claims description 15
- 238000000034 method Methods 0.000 claims description 5
- 229920006327 polystyrene foam Polymers 0.000 claims description 5
- 230000008569 process Effects 0.000 claims description 5
- 238000003466 welding Methods 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 abstract 8
- 239000010959 steel Substances 0.000 abstract 8
- 238000004321 preservation Methods 0.000 abstract 2
- 238000010276 construction Methods 0.000 description 10
- 239000011150 reinforced concrete Substances 0.000 description 8
- 239000011381 foam concrete Substances 0.000 description 4
- 230000008901 benefit Effects 0.000 description 3
- 230000006872 improvement Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000004134 energy conservation Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000001932 seasonal effect Effects 0.000 description 2
- 239000004568 cement Substances 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000009970 fire resistant effect Effects 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
- 230000002045 lasting effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The invention discloses a self-insulation laminated shear wall with built-in concealed braces, which comprises ten parts, namely a precast concrete layer, an insulation board, a cast-in-place concrete layer, transverse steel bars, vertical steel bars, lattice steel bars, stirrups, U-shaped joint bars, foundation beams and inclined bars . The lattice steel bars are welded on the vertical steel bars on one side, and then pressed into another layer of precast concrete, so that the precast layer is mainly connected, and the superposed layer and the cast-in-place layer work cooperatively; the U-shaped joint bars are positioned at the bottom, so that the foundation beam and the wall are stressed cooperatively; the heat preservation board is arranged between the overlapping layer and the cast-in-place layer, and the heat preservation performance of the wall body is improved. The inclined ribs (hidden struts) are welded on the steel bar framework consisting of the transverse steel bars and the vertical steel bars, so that the shear resistance of the wall under the action of an earthquake can be enhanced, and the foundation beam and the wall are stressed cooperatively.
Description
Technical field
The present invention relates to a kind of building structural element, particularly the shear wall in superimposed board-like structural building, belongs to building structure technology field.
Background technology
At present, what most reinforced concrete structure adopted is cast-in-place structural, and it has advantages of, and anti-seismic performance is good, plasticity is good, good integrity etc.Also have some shortcomings, such as site operation intensity is large, construction period is longer, the degree of suitability for industrialized production is low simultaneously, and template consumption is large, and seasonal effect is comparatively obvious etc.Another kind of correspondingly be exactly prefabricated reinforced concrete structure, part building unit can suitability for industrialized production, manufacture be subject to seasonal affect little, short construction period, the use of template is few, but maximum shortcoming is that overall performance is poor, is unfavorable for antidetonation, in all previous earthquake, find that the destruction of prefabricated units is comparatively serious.So, in antidetonation area, be that prefabricated assembled member is used in restriction.In addition, precast reinforced concrete construction is not impervious, so can not be for special construction.
In addition, Chinese patent discloses the superimposed board-like shear wall of a kind of " one " font for " 200920299378.0 " number, and its design feature is: be between two facing-wall boards of contiguous prefabricated superimposed board-like shear wall perps junction, to be provided with antidetonation post: form imperforation wallboard splicing shear wall.This kind of seismic structural wall, earthquake resistant wall is to a kind of improvement of traditional shear wall, but this patent can not solve common three kinds of earthquakes of reinforced concrete shear wall: 1. on metope, occur oblique crack; 2. the horizontal construction joint occurred level changing of the relative positions of bottom floor; There is too early shear failure in the coupling beam 3. joining in limb shear wall.
Summary of the invention
The present invention proposes the superimposed board-like shear wall of a kind of built-in dark support self-heat conserving, make full use of the advantage of monolithic reinforced concrete structure and prefabricated reinforced concrete structure, overcome the shortcomings such as cast-in-place concrete structure long construction period, template consumption is large, labour intensity is large, can solve the problem of fabricated construction poor seismic behavior again simultaneously.
The technical solution used in the present invention is: the superimposed board-like shear wall of a kind of built-in dark support self-heat conserving, comprises precast concrete layer, warming plate, cast-in-situ concrete layer, transverse reinforcement, vertical reinforcement, lattice reinforcing bar, stirrup, U-shaped joint bar, grade beam and diagonal bar (secretly support);
Described precast concrete layer, warming plate, cast-in-situ concrete layer are joined together to form body of wall, cast-in-situ concrete layer is arranged between two precast concrete layers, described warming plate is placed between precast concrete layer and cast-in-situ concrete layer, improve the heat-insulating property of body of wall, described transverse reinforcement, vertical reinforcement and lattice reinforcing bar are arranged in body of wall, lattice reinforcing bar and vertical reinforced-bar-welding, lattice reinforcing bar mainly plays connection preformed layer, makes overlapping layers and in-situ layer collaborative work;
In described grade beam, be provided with transverse reinforcement and stirrup;
Described body of wall is arranged on grade beam, and described U-shaped joint bar is positioned at grade beam bottom, and stretches in body of wall, makes grade beam and body of wall cooperative bearing; Described diagonal bar is welded on the cage of reinforcement of transverse reinforcement and vertical reinforcement composition, not only can strengthen wall shear resistant under geological process, makes grade beam and body of wall cooperative bearing simultaneously.
As preferably, described transverse reinforcement, vertical reinforcement, lattice reinforcing bar, stirrup, U-shaped joint bar, diagonal bar are that common hot-rolled reinforced bar processes.
As preferably, described warming plate 2 is the concrete insulation board of regenerated polystyrene foam (REPS), can be also the conventional warming plate of engineering, as EPS warming plate etc.
As preferably, described precast concrete layer 1 can be the thick fine concrete of 40-60mm.
Described cast-in-situ concrete layer 3, grade beam 9 can be common commercial concrete.
Beneficial effect: 1. the present invention innovates in structural system, belong to wall self-insulation, be beneficial to the heat-insulating property that improves body of wall, and heat insulating material regenerated polystyrene foam (REPS) concrete insulation board turns waste into wealth, meet the requirement of green building and environmental protection.Foam concrete heat-preserving plate realize building energy conservation more than 65% in, guarantee building fire safety and application life.It has been trend of the times that foam concrete heat-preserving plate replaces organic insulation material (as EPS plate) in building energy conservation, and market progressively expands.Foam concrete be take cement as major ingredient, is secure and non-combustible material, and fire-resistant level is greater than 2h, can reach A level fire-protection standard, can meet the fire protection requirement of any building completely.Be generally 50-100 the projected life of building.Foam concrete durability is greater than 50 years, can with building the same life-span.
2. the present invention proposes the superimposed board-like shear wall of built-in dark support self-heat conserving, make full use of the advantage of monolithic reinforced concrete structure and prefabricated reinforced concrete structure, overcome the shortcomings such as cast-in-place concrete structure long construction period, template consumption is large, labour intensity is large, can solve the problem of fabricated construction poor seismic behavior again simultaneously.And compared to No. " 200920299378.0 ", Chinese patent, this adds bearing capacity and ductility that the superimposed board-like shear wall of dark support can improve shear wall effectively, carrying out of restriction shear wall diagonal crack, postpone the appearance of shear wall bottom plastic hinge, structural entity resistant function is lasting, rigidity and bearing capacity decay are slow, the stable performance of structure later stage, and whole anti-exhibition ability strengthens.
Accompanying drawing explanation
Fig. 1 is the superimposed board-like shear wall structure schematic diagram of the built-in dark support self-heat conserving of the present invention;
Fig. 2 is a-a sectional drawing in Fig. 1;
Fig. 3 is b-b sectional drawing in Fig. 1;
Fig. 4 is lattice reinforcing bar schematic diagram of the present invention.
The specific embodiment
Below in conjunction with the specific embodiment and accompanying drawing, the present invention will be further described:
As Figure 1-4, the superimposed board-like shear wall of built-in dark support self-heat conserving, comprises precast concrete layer 1, warming plate 2, cast-in-situ concrete layer 3, transverse reinforcement 4, vertical reinforcement 5, lattice reinforcing bar 6, stirrup 7, U-shaped joint bar 8, grade beam 9 and diagonal bar (secretly support) 10;
Described precast concrete layer 1, warming plate 2, cast-in-situ concrete layer 3 are joined together to form body of wall, cast-in-situ concrete layer 3 is arranged between two precast concrete layers 1, described warming plate 2 is placed between precast concrete layer 1 and cast-in-situ concrete layer 3, improve the heat-insulating property of body of wall, described transverse reinforcement 4, vertical reinforcement 5 and lattice reinforcing bar 6 are arranged in body of wall, lattice reinforcing bar 6 connects preformed layer with vertical reinforcement 5 welding, main the rising of lattice reinforcing bar 6, makes overlapping layers and in-situ layer collaborative work;
In described grade beam 9, be provided with transverse reinforcement 4 and stirrup 7;
Described body of wall is arranged on grade beam 9, and described U-shaped joint bar 8 is positioned at grade beam 9 bottoms, and stretches in body of wall, makes grade beam 9 and body of wall cooperative bearing; Described diagonal bar 10 is welded on the cage of reinforcement of transverse reinforcement 4 and vertical reinforcement 5 compositions, not only can strengthen wall shear resistant under geological process, makes grade beam 9 and body of wall cooperative bearing simultaneously.
Described transverse reinforcement 4, vertical reinforcement 5, lattice reinforcing bar 6, stirrup 7, U-shaped joint bar 8, diagonal bar 10 are that common hot-rolled reinforced bar processes.Described warming plate 2 is the concrete insulation board of regenerated polystyrene foam (REPS), can be also the conventional warming plate of engineering, as EPS warming plate etc.Described precast concrete layer 1 can be the thick fine concrete of 40-60mm.
Shear wall concrete construction method of the present invention is as follows:
(1) welding is good by transverse reinforcement 4, vertical reinforcement 5, lattice reinforcing bar 6, diagonal bar (secretly support) the 10 three-dimensional cage of reinforcement that form;
(2) precast concrete layer 1, treat to be pressed into cage of reinforcement before hardening of concrete, and maintenance 7 days, with machine upset, prefabricated opposite side layer of concrete, treats to be pressed into before hardening of concrete equally; Form cavity wall
(3) reinforcing cage of colligation grade beam 9, the template of vertical good grade beam 9, puts the cavity wall that (2) step forms thereon, and both sides are with supporting supporting;
(4) as the position of Fig. 3, put into the concrete insulation board of regenerated polystyrene foam (REPS), concreting;
(5) carry out concrete curing, stripping again when concrete strength reaches requirement.
The above is only the preferred embodiment of the present invention; be noted that for those skilled in the art; under the premise without departing from the principles of the invention, can also make some improvements and modifications, these improvements and modifications also should be considered as protection scope of the present invention.
Claims (4)
1. the superimposed board-like shear wall of built-in dark support self-heat conserving, is characterized in that: comprise precast concrete layer, warming plate, cast-in-situ concrete layer, transverse reinforcement, vertical reinforcement, lattice reinforcing bar, stirrup, U-shaped joint bar, grade beam and diagonal bar;
Described precast concrete layer, warming plate, cast-in-situ concrete layer are joined together to form body of wall, cast-in-situ concrete layer is arranged between two precast concrete layers, described warming plate is placed between precast concrete layer and cast-in-situ concrete layer, described transverse reinforcement, vertical reinforcement and lattice reinforcing bar are arranged in body of wall, lattice reinforcing bar and vertical reinforced-bar-welding;
In described grade beam, be provided with transverse reinforcement and stirrup;
Described body of wall is arranged on grade beam, and described U-shaped joint bar is positioned at grade beam bottom, and stretches in body of wall, and described diagonal bar is welded on the cage of reinforcement of transverse reinforcement and vertical reinforcement composition.
2. the superimposed board-like shear wall of built-in dark support self-heat conserving according to claim 1, is characterized in that: described transverse reinforcement, vertical reinforcement, lattice reinforcing bar, stirrup, U-shaped joint bar, diagonal bar are that hot-rolled reinforced bar processes.
3. the superimposed board-like shear wall of built-in dark support self-heat conserving according to claim 1, is characterized in that: described warming plate is concrete insulation board or the EPS warming plate of regenerated polystyrene foam.
4. the superimposed board-like shear wall of built-in dark support self-heat conserving according to claim 1, is characterized in that: described precast concrete layer 1 is the thick fine concrete of 40-60mm.
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| CN201310645928.0A CN103669649A (en) | 2013-12-03 | 2013-12-03 | Built-in concealed brace self-insulation laminated plate type shear wall |
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| CN201310645928.0A CN103669649A (en) | 2013-12-03 | 2013-12-03 | Built-in concealed brace self-insulation laminated plate type shear wall |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104674987A (en) * | 2015-02-13 | 2015-06-03 | 南京工业大学 | Self-heat-preservation superposed shear wall structure and construction process |
| CN104727468A (en) * | 2015-03-31 | 2015-06-24 | 浙江工业职业技术学院 | Superimposed slab type shear wall |
| CN104790566A (en) * | 2015-04-30 | 2015-07-22 | 华东建筑设计研究院有限公司 | Prefabricated embedded column overlapped plate type shear wall component with end sealing plates |
| CN105735533A (en) * | 2016-03-08 | 2016-07-06 | 万保金 | Assembly type prefabricated non-bearing wall formwork |
| CN107023099A (en) * | 2017-06-14 | 2017-08-08 | 福建建泰建筑科技有限责任公司 | Prefabricated superimposed sheet double combined overlapped shear wall and its construction method |
| CN107419844A (en) * | 2017-08-29 | 2017-12-01 | 上海践道建筑科技有限公司 | Superposed type wallboard |
| CN107419843A (en) * | 2017-08-29 | 2017-12-01 | 上海践道建筑科技有限公司 | Superposed type shock-proof wall plate |
| CN107587617A (en) * | 2017-09-26 | 2018-01-16 | 许长程 | A kind of heat-insulation and heat-preservation prefabricated board module and preparation method thereof |
| CN108643562A (en) * | 2018-06-06 | 2018-10-12 | 北京住总第三开发建设有限公司 | A kind of template system and construction method for the cast-in-place collar tie beam of assembled engineering |
| CN109024989A (en) * | 2018-09-18 | 2018-12-18 | 三筑工科技有限公司 | Precast shear wall body and precast shear wall body production method |
| CN109866315A (en) * | 2019-02-26 | 2019-06-11 | 武汉理工大学 | A kind of Assembled self-insulating single side overlapped shear wall plate and its casting method |
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| CA2391124A1 (en) * | 2001-06-21 | 2002-12-21 | Shear Force Wall Systems Inc. | Prefabricated shearwall having improved structural characteristics |
| CN202672406U (en) * | 2012-06-26 | 2013-01-16 | 张钟元 | Double-board laminated concrete shear wall |
| CN103184774A (en) * | 2013-01-22 | 2013-07-03 | 北京工业大学 | Single-row reinforced concrete shear wall provided with cross diagonal bars and manufacturing method thereof |
| CN103195193A (en) * | 2013-04-24 | 2013-07-10 | 石家庄晶达建筑体系有限公司 | Structure and construction method of cast-in-site style welded steel frame composite concrete shear wall |
| CN203613676U (en) * | 2013-12-03 | 2014-05-28 | 南京工业大学 | Built-in concealed brace self-insulation laminated plate type shear wall |
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2013
- 2013-12-03 CN CN201310645928.0A patent/CN103669649A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2391124A1 (en) * | 2001-06-21 | 2002-12-21 | Shear Force Wall Systems Inc. | Prefabricated shearwall having improved structural characteristics |
| CN202672406U (en) * | 2012-06-26 | 2013-01-16 | 张钟元 | Double-board laminated concrete shear wall |
| CN103184774A (en) * | 2013-01-22 | 2013-07-03 | 北京工业大学 | Single-row reinforced concrete shear wall provided with cross diagonal bars and manufacturing method thereof |
| CN103195193A (en) * | 2013-04-24 | 2013-07-10 | 石家庄晶达建筑体系有限公司 | Structure and construction method of cast-in-site style welded steel frame composite concrete shear wall |
| CN203613676U (en) * | 2013-12-03 | 2014-05-28 | 南京工业大学 | Built-in concealed brace self-insulation laminated plate type shear wall |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104674987A (en) * | 2015-02-13 | 2015-06-03 | 南京工业大学 | Self-heat-preservation superposed shear wall structure and construction process |
| CN104727468A (en) * | 2015-03-31 | 2015-06-24 | 浙江工业职业技术学院 | Superimposed slab type shear wall |
| CN104790566A (en) * | 2015-04-30 | 2015-07-22 | 华东建筑设计研究院有限公司 | Prefabricated embedded column overlapped plate type shear wall component with end sealing plates |
| CN105735533A (en) * | 2016-03-08 | 2016-07-06 | 万保金 | Assembly type prefabricated non-bearing wall formwork |
| CN107023099A (en) * | 2017-06-14 | 2017-08-08 | 福建建泰建筑科技有限责任公司 | Prefabricated superimposed sheet double combined overlapped shear wall and its construction method |
| CN107419844A (en) * | 2017-08-29 | 2017-12-01 | 上海践道建筑科技有限公司 | Superposed type wallboard |
| CN107419843A (en) * | 2017-08-29 | 2017-12-01 | 上海践道建筑科技有限公司 | Superposed type shock-proof wall plate |
| CN107587617A (en) * | 2017-09-26 | 2018-01-16 | 许长程 | A kind of heat-insulation and heat-preservation prefabricated board module and preparation method thereof |
| CN108643562A (en) * | 2018-06-06 | 2018-10-12 | 北京住总第三开发建设有限公司 | A kind of template system and construction method for the cast-in-place collar tie beam of assembled engineering |
| CN108643562B (en) * | 2018-06-06 | 2023-11-07 | 北京住总第三开发建设有限公司 | Template system for cast-in-situ ring beam of assembly type engineering and construction method |
| CN109024989A (en) * | 2018-09-18 | 2018-12-18 | 三筑工科技有限公司 | Precast shear wall body and precast shear wall body production method |
| CN109866315A (en) * | 2019-02-26 | 2019-06-11 | 武汉理工大学 | A kind of Assembled self-insulating single side overlapped shear wall plate and its casting method |
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Application publication date: 20140326 |