CN204112525U - Band perps precast shear wall structure in strong concrete precast frame - Google Patents
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- CN204112525U CN204112525U CN201420522553.9U CN201420522553U CN204112525U CN 204112525 U CN204112525 U CN 204112525U CN 201420522553 U CN201420522553 U CN 201420522553U CN 204112525 U CN204112525 U CN 204112525U
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- 239000004567 concrete Substances 0.000 title claims abstract description 43
- 229910000831 Steel Inorganic materials 0.000 claims description 16
- 239000010959 steel Substances 0.000 claims description 16
- 239000000463 material Substances 0.000 claims description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 4
- 239000011178 precast concrete Substances 0.000 description 45
- 238000010276 construction Methods 0.000 description 9
- 238000013461 design Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model discloses band perps precast shear wall structure in a kind of strong concrete precast frame, comprise high strength band perps precast shear wall and two Prefabricated superposed beams, described high strength band perps precast shear wall is provided with top shear key and bottom shear key; Described Prefabricated superposed beam is provided with built-in fitting, also comprises prefabricated frame columns; Described Prefabricated superposed beam and described prefabricated frame columns form prefabricated frame; Described high strength band perps precast shear wall is arranged in described prefabricated frame; Described high strength band perps precast shear wall is connected with the described built-in fitting on Prefabricated superposed beam described in two with described bottom shear key by described top shear key.Main stressed member of the present utility model, owing to adopting prefabricated component, has and arranges flexibly, changes beneficial effect easily.
Description
Technical field
The utility model relates to building structure technology field, particularly relates to band perps precast shear wall structure in a kind of strong concrete precast frame.
Background technology
Along with increase year by year that is high-rise, super highrise building, also more and more higher to the requirement of shear wall anti-seismic performance.Shear wall is the core lateral resisting parts in high building structure, and its anti-seismic performance plays conclusive effect for the safe and reliable of highrise building.When shear wall slab and framework in conjunction with time, usually make the shear wall slab system of band frame, in order to improve the antidetonation load-carrying properties of shear wall slab, those skilled in the art have studied various types of shear wall.As compound shear wall, its wallboard is made up of steel plate and concrete panel; Or wallboard adopts steel concrete, and frame adopts steel frame.Wherein adopt the system of solid shear wall slab fill frame, because wallboard is divided into low parapet, easily shear failure occurs, anti-seismic performance is poor.Also learn for this reason and propose band perps shear wall in steel frame, improve its anti-seismic performance, but existing ordinary concrete perps wallboard only has for C20 ~ C30, supporting capacity is lower, sometimes cannot meet the Seismic Design Requirements of high-level structure.And the system that more general perps shear wall slab and concrete frame combine rarely has report.
And for example Chinese patent CN202925717U discloses a kind of precast concrete framework and interior band perps precast concrete shear wall connected node, comprise band perps precast concrete shear wall and a Prefabricated superposed beam in two, described Prefabricated superposed beam to be arranged in two between band perps precast concrete shear wall, angle steel built-in fitting is preset with in described Prefabricated superposed beam, described angle steel built-in fitting comprises connector and is connected to upper head plate and the bottom plate at described connector two ends, and described upper head plate and bottom plate are all arranged with the flush with outer surface of described Prefabricated superposed beam; The top of described interior band perps precast concrete shear wall is preset with top shear key, bottom is preset with bottom shear key, the upper end plate that described top shear key comprises top junction plate and is connected with described top junction plate, described upper end plate is arranged on the upper surface of described interior band perps precast concrete shear wall, and described top junction plate part is pre-buried stretches described interior band perps precast concrete shear wall upper surface in described interior band perps precast concrete shear wall, outside part; The lower end plate that described bottom shear key comprises lower connecting plate and is connected with described lower connecting plate, described lower end plate is arranged on the soffit of described interior band perps precast concrete shear wall, and described lower connecting plate is embedded in described interior band perps precast concrete shear wall in advance; In described in the described bottom plate of described Prefabricated superposed beam and, the overhanging exposed portion of junction plate, described top of band perps precast concrete shear wall is connected and fixed, and described upper head plate and the described lower end plate of interior band perps precast concrete shear wall described in another of described Prefabricated superposed beam are connected and fixed.The shear wall connected node of this structure, because its Prefabricated superposed beam and interior band perps precast concrete shear wall all can be completely prefabricated, and the connected node between the upper and lower side of Prefabricated superposed beam with interior band perps precast concrete shear wall only need carry out simply welding at the scene and bolt is connected, reliable connection, construction is simple.But when at present this structure being used for shear wall structure, all adopt the concrete that strength grade is lower, anti-seismic performance is lower.
Therefore, those skilled in the art be devoted to study always a kind of anti-seismic performance better, strong concrete shear wall structure comparatively is flexibly set.
Utility model content
Because the above-mentioned defect of prior art, the utility model proposes the strong concrete shear wall structure that a kind of flexible arrangement, mainly stressed member are convenient to change.
For achieving the above object, the utility model provides band perps precast shear wall structure in a kind of strong concrete precast frame, comprise high strength band perps precast shear wall and two Prefabricated superposed beams, described high strength band perps precast shear wall is provided with top shear key and bottom shear key; Built-in fitting is provided with in Prefabricated superposed beam described in two; Also comprise two prefabricated frame columns; Described in Prefabricated superposed beam described in two and two, prefabricated frame columns forms prefabricated frame; Described high strength band perps precast shear wall is arranged in described prefabricated frame; Described high strength band perps precast shear wall is connected with the described built-in fitting on Prefabricated superposed beam described in two with described bottom shear key respectively by described top shear key.
Further, described Prefabricated superposed beam and described prefabricated frame columns junction form four node area; Node area described in four adopts steel fibrous concrete material.
Further, described prefabricated frame columns adopts strong concrete.
Further, described high strength band perps precast shear wall and described Prefabricated superposed beam adopt strong concrete.
Further, described strong concrete is C60.
The beneficial effects of the utility model:
Band perps precast concrete shear wall structure in strong concrete precast frame of the present utility model, connect because its main stressed member adopts prefabricated component to carry out releasable connected mode, thus it is flexible to have vibrational power flow, stressed member changes beneficial effect easily.Meanwhile, because critical piece adopts prefabricated component, reduce difficulty of construction, reduce the workload of site operation, improve efficiency of construction.
On the other hand, owing to adopting the strong concrete of C60 to pour into a mould it, extend the range of application of band perps precast concrete shear wall structural system in concrete prefabricated framework, test proves that it has excellent anti-seismic performance.
Be described further below with reference to the technique effect of accompanying drawing to design of the present utility model, concrete structure and generation, to understand the purpose of this utility model, characteristic sum effect fully.
Accompanying drawing explanation
Fig. 1 is the structural representation of the Prefabricated superposed beam of precast concrete framework and interior band perps precast concrete shear wall connected node;
Fig. 2 is the perspective structure schematic diagram of precast concrete framework and interior band perps precast concrete shear wall connected node;
Fig. 3 is built-in fitting and the connector Integral connection structure schematic diagram of precast concrete framework and interior band perps precast concrete shear wall connected node;
Fig. 4 is the structural representation of band perps precast concrete shear wall structure in strong concrete precast frame.
Detailed description of the invention
As shown in Figure 1 to Figure 3, a kind of precast concrete framework and interior band perps precast concrete shear wall connected node, comprise two interior band perps precast concrete shear walls 200 and a Prefabricated superposed beam 100, Prefabricated superposed beam 100 to be arranged in two between band perps precast concrete shear wall 200; Wherein, angle steel built-in fitting 110 is preset with in Prefabricated superposed beam 100, angle steel built-in fitting 110 comprises four and is used as the angle steel of connector and is connected to upper head plate and the bottom plate at angle steel two ends, and upper head plate and bottom plate are all arranged with the flush with outer surface of Prefabricated superposed beam 100.
As shown in Figure 2, the top of interior band perps precast concrete shear wall 200 is preset with top shear key 220, bottom is preset with bottom shear key 210, the upper end plate that top shear key 220 comprises top junction plate and is connected with top junction plate, upper end plate is arranged on the upper surface of interior band perps precast concrete shear wall 200, and top junction plate part is pre-buried stretches embedded band perps precast concrete shear wall 200 upper surface in interior band perps precast concrete shear wall 200, outside part; The lower end plate that bottom shear key 210 comprises lower connecting plate and is connected with lower connecting plate, lower end plate is arranged on the soffit of interior band perps precast concrete shear wall 200, and described lower connecting plate is embedded in embedded band perps precast concrete shear wall 200 in advance.
In the bottom plate of Prefabricated superposed beam 100 and, the overhanging exposed portion of top junction plate of band perps precast concrete shear wall 200 is connected and fixed, the upper head plate of Prefabricated superposed beam 100 and in another lower end plate of band perps precast concrete shear wall 200 be connected and fixed.
Junction plate overhanging exposed portion in top is connected otic placode 300 with being provided with between bottom plate, be bolted fixing between connection otic placode 300 and the overhanging exposed portion of top junction plate, connect between otic placode 300 and bottom plate for being welded and fixed, junction plate overhanging exposed portion in top offers the slotted hole for wearing described bolt, junction plate overhanging exposed portion in top also and between bottom plate is provided with ribs in addition.
In the application, the description of precast concrete framework and interior band perps precast concrete shear wall connected node, if any not knowing part, refers to the content disclosed in Chinese patent CN202925717U.
As shown in Figure 2 and Figure 4, band perps precast shear wall structure in a kind of strong concrete precast frame of the present utility model, in one embodiment, the prefabricated frame columns 2 comprising high strength band perps precast shear wall 200, Prefabricated superposed beam 100 and adopt the strong concrete of C60 to pour into a mould.
High strength band perps precast shear wall is provided with top shear key 220 and bottom shear key 210.
Prefabricated superposed beam 100 is provided with built-in fitting 110, and Prefabricated superposed beam 100 and prefabricated frame columns 2 form prefabricated frame.
High strength band perps precast shear wall 200 is arranged in prefabricated frame.High strength band perps precast shear wall 200 is connected with the built-in fitting on the Prefabricated superposed beam be arranged at above shear wall by top shear key 220, and high strength band perps precast shear wall is connected with the built-in fitting on the Prefabricated superposed beam be arranged at below shear wall by bottom shear key 210.
High strength band perps precast shear wall is introduced after in concrete prefabricated frame columns 2, form a kind of prefabricated assembled shear wall structure system.Adopt this structure, because main stressed member is Demountable, can all complete at precasting yard.And, once stressed member is impaired, in the immovable situation of overall structure, it can be removed from structure, then it be changed, thus improve the prefabricated rate of structure, reduce the workload of site operation, simplify work progress.
As shown in Figure 4, Prefabricated superposed beam 100 and prefabricated frame columns 2 junction form four node area 1; Four node area adopt steel fibrous concrete material.Because node area adopts steel fibrous concrete to strengthen, simplify the structure of node area, reduce difficulty of construction.
In order to improve the anti-seismic performance of structure further, precast shear wall 200 and Prefabricated superposed beam 100 all adopt the strong concrete of C60 to pour into a mould.
Band perps precast concrete shear wall structure in strong concrete precast frame of the present utility model, the quantity of its column can according to engineering need increase, the utility model is not limited to this.
In strong concrete precast frame of the present utility model, the concrete construction method of band perps precast concrete shear wall structure is as follows:
The construction of step one, floor overlapping layers is complete, after reaching designing requirement, installs prefabricated frame trestle.
Step 2, prefabricated post lower end grouting, after prefabricated post bottom filling intensity reaches designing requirement, the interior band perps precast concrete shear wall in hoisting frame trestle, after shear wall is arranged at correct position, adopt temporary support be fixed.
Step 3, hoisting prefabricated superposed beam, the construction starting this layer of precast frame and interior band perps precast concrete shear wall is assembled.After Prefabricated superposed beam is positioned over accurate location, the top shear key installing interior band perps precast concrete shear wall top and the bolt connected between otic placode, bolt does not carry out pretension.The upper head plate of lower end plate and angle steel built-in fitting is welded to connect.
Step 4, laying floor, adopt the core space of steel fibre to node area to pour into a mould, and adopts C60 pouring concrete superposed beam.
Step 5, cast-in-site are complete and pour into a mould after its intensity reaches designing requirement, are connected by band perps precast concrete shear wall with frame periphery tie point.Make in strong concrete precast frame that band perps precast concrete shear wall structure can collaborative work.
Band perps precast concrete shear wall structure in strong concrete precast frame of the present utility model, because its main stressed member adopts prefabricated component to carry out detachable connected mode.Therefore, the prefabricated of prefabricated component can be completed in precast yard, be then installed on suitable position as required.When certain they deteriorate, can only be removed from structure by damaged parts, the parts more renewed, thus it is flexible to have vibrational power flow, stressed member changes beneficial effect easily.Meanwhile, because critical piece adopts prefabricated component, reduce difficulty of construction, reduce the workload of site operation, improve efficiency of construction.
On the other hand, due to the strong concrete of C60 can be adopted to pour into a mould it, improve intensity and the anti-seismic performance thereof of structure.
More than describe preferred embodiment of the present utility model in detail.Should be appreciated that those of ordinary skill in the art just can make many modifications and variations according to design of the present utility model without the need to creative work.Therefore, all technician in the art according to design of the present utility model on the basis of existing technology by the available technical scheme of logical analysis, reasoning, or a limited experiment, all should by the determined protection domain of claims.
Claims (5)
1. a band perps precast shear wall structure in strong concrete precast frame, comprises high strength band perps precast shear wall and two Prefabricated superposed beams, it is characterized in that, described high strength band perps precast shear wall is provided with top shear key and bottom shear key; Built-in fitting is provided with in Prefabricated superposed beam described in two; Also comprise two prefabricated frame columns; Described in Prefabricated superposed beam described in two and two, prefabricated frame columns forms prefabricated frame; Described high strength band perps precast shear wall is arranged in described prefabricated frame; Described high strength band perps precast shear wall is connected with the described built-in fitting on Prefabricated superposed beam described in two with described bottom shear key respectively by described top shear key.
2. band perps precast shear wall structure in strong concrete precast frame as claimed in claim 1, it is characterized in that, described Prefabricated superposed beam and described prefabricated frame columns junction form four node area; Node area described in four adopts steel fibrous concrete material.
3. band perps precast shear wall structure in strong concrete precast frame as claimed in claim 1, is characterized in that, described prefabricated frame columns adopts strong concrete.
4. band perps precast shear wall structure in strong concrete precast frame as claimed in claim 3, it is characterized in that, described high strength band perps precast shear wall and described Prefabricated superposed beam adopt strong concrete.
5. in the strong concrete precast frame as described in claim 3 or 4, band perps precast shear wall structure, is characterized in that, described strong concrete is C60.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420522553.9U CN204112525U (en) | 2014-09-12 | 2014-09-12 | Band perps precast shear wall structure in strong concrete precast frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420522553.9U CN204112525U (en) | 2014-09-12 | 2014-09-12 | Band perps precast shear wall structure in strong concrete precast frame |
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| Publication Number | Publication Date |
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| CN204112525U true CN204112525U (en) | 2015-01-21 |
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| CN201420522553.9U Expired - Fee Related CN204112525U (en) | 2014-09-12 | 2014-09-12 | Band perps precast shear wall structure in strong concrete precast frame |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104763078A (en) * | 2015-04-23 | 2015-07-08 | 湖南大学 | Shock-absorption type frame-shear wall combination structure system and construction method thereof |
| CN105442729A (en) * | 2015-11-24 | 2016-03-30 | 绍兴宝业西伟德混凝土预制件有限公司 | Superimposed shear wall with shear-resistant key grooves and construction and manufacture method thereof |
| CN105926766A (en) * | 2016-04-20 | 2016-09-07 | 天津大学建筑设计研究院 | Prefabricated shear wall toothed groove type connecting structure assembling construction method |
| WO2018196151A1 (en) * | 2017-04-28 | 2018-11-01 | 东南大学 | Prefabricated cavity-type perpend forming concrete shear wall |
| WO2020114032A1 (en) * | 2018-12-07 | 2020-06-11 | 青岛理工大学 | Prefabricated and assembled double-steel-plate concrete shear wall connection assembly and usage method therefor |
-
2014
- 2014-09-12 CN CN201420522553.9U patent/CN204112525U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104763078A (en) * | 2015-04-23 | 2015-07-08 | 湖南大学 | Shock-absorption type frame-shear wall combination structure system and construction method thereof |
| CN105442729A (en) * | 2015-11-24 | 2016-03-30 | 绍兴宝业西伟德混凝土预制件有限公司 | Superimposed shear wall with shear-resistant key grooves and construction and manufacture method thereof |
| CN105926766A (en) * | 2016-04-20 | 2016-09-07 | 天津大学建筑设计研究院 | Prefabricated shear wall toothed groove type connecting structure assembling construction method |
| WO2018196151A1 (en) * | 2017-04-28 | 2018-11-01 | 东南大学 | Prefabricated cavity-type perpend forming concrete shear wall |
| WO2020114032A1 (en) * | 2018-12-07 | 2020-06-11 | 青岛理工大学 | Prefabricated and assembled double-steel-plate concrete shear wall connection assembly and usage method therefor |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150121 |
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| CF01 | Termination of patent right due to non-payment of annual fee |