CN203213282U - Fabricated reinforced concrete frame structure system - Google Patents
Fabricated reinforced concrete frame structure system Download PDFInfo
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- CN203213282U CN203213282U CN 201320162348 CN201320162348U CN203213282U CN 203213282 U CN203213282 U CN 203213282U CN 201320162348 CN201320162348 CN 201320162348 CN 201320162348 U CN201320162348 U CN 201320162348U CN 203213282 U CN203213282 U CN 203213282U
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- reinforced concrete
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Abstract
The utility model discloses a fabricated reinforced concrete frame structure system. The fabricated reinforced concrete frame structure system comprises precast columns and a beam structure; the beam structure is divided into an inter-beam connection fabricated structure and a beam end connection fabricated structure; the inter-beam connection fabricated structure comprises precast special-shaped beams, U-shaped bolts and nuts; the beam end connection fabricated structure comprises joint splicing devices, nuts, precast beams, energy dissipation connecting plates and embedded horizontal bolts; rebars are reserved at the upper ends of the precast columns and vertical hole channels are reserved at the lower ends of the precast columns; the precast columns, a foundation and the precast special-shaped beams or the joint splicing devices are connected into a whole. According to the fabricated reinforced concrete frame structure system, standardized production can be performed on the precast columns, the precast special-shaped beams, the joint splicing devices and the precast beams in a factory, so that wet construction in the construction site is avoided and housing construction is expedited; the forms of the prefabricated parts are simple, so that the transportation is convenient; the energy dissipation connecting plates enable the energy dissipation performance of the fabricated reinforced concrete frame structure system to be improved.
Description
Technical field
The utility model relates to a kind of assembled steel reinforced concrete frame structure system, mainly is applicable to the how high-rise assembled steel tendon concrete frame structure at earthquake-prone region.
Background technology
Precast reinforced concrete construction refers to that the various members of structure comprise prefabricated post, precast beam, precast floor slab, prefabricated shear wall etc. carry out standardized production in factory, then with each prefabricated unit connects, is welded to connect by bolt at the construction field (site) or prestressing force splicing connection forms structure.Precast reinforced concrete construction have labor savings, construction speed fast, be conducive to realize building energy conservation, be convenient to advantages such as suitability for industrialized production and mechanized construction.But globality and the rigidity of common precast reinforced concrete construction are lower than monolithic reinforced concrete structure, and therefore the anti-seismic performance of common precast reinforced concrete construction is lower than monolithic reinforced concrete structure.Because common precast reinforced concrete construction is performed poor in earthquake in the past, people lack confidence to the anti-seismic performance of precast reinforced concrete construction, and precast reinforced concrete construction application percentage in the building industry of China is not very high.
The utility model content
The purpose of this utility model is to overcome the existing relatively poor shortcoming of assembling frame construction anti-seismic performance, a kind of novel assembled steel reinforced concrete frame structure system is proposed, this structural system can have energy-dissipating property preferably, be easy to characteristics such as reparation after the shake, and fast, the stressed power transmission of this structural system speed of application is clearly reasonable.
The technical solution adopted in the utility model is: a kind of assembled steel reinforced concrete frame structure system, comprise prefabricated post and girder construction, and girder construction is divided into be linked and packed in the beam formula structure and the beam-ends formula structure that is linked and packed;
The formula that is linked and packed in described beam structure comprises prefabricated profiled beam, U bolt and nut, described prefabricated profiled beam is precast reinforced concrete structure, prefabricated profiled beam middle part is reserved with the vertical duct that the reserved steel bar of prefabricated post passes, prefabricated profiled beam member edge breadth of section reduces half, prefabricated profiled beam member edge leaves the horizontal duct of running through, the horizontal duct of reservation that described U bolt passes contiguous prefabricated profiled beam connects, and fixes by nut;
The described beam-ends formula structure that is linked and packed comprises the node splicing apparatus, nut, precast beam, power consumption junction plate and pre-buried cross bolts, described node splicing apparatus and precast beam are precast reinforced concrete structure, the vertical duct that the reserved steel bar that described node splicing apparatus is reserved with prefabricated post passes, edge's deck-molding of described node splicing apparatus member and precast beam beam-ends reduces half, the edge of node splicing apparatus member and precast beam beam-ends is provided with pre-buried cross bolts, be connected an integral body by the power consumption junction plate that is installed on the pre-buried cross bolts between precast beam and the node splicing apparatus, and fix by nut;
Described prefabricated post is precast reinforced concrete structure, the upper end reserved steel bar, and vertical duct is reserved in the lower end, described prefabricated post and basis, prefabricated profiled beam or node splicing apparatus connect into an integral body.
The connected node of the assembled steel reinforced concrete frame structure system of the utility model comprises the connection between the levels prefabricated post, and the span centre of prefabricated profiled beam connects, and the beam-ends of prefabricated profiled beam connects.Connection between the levels prefabricated post, the span centre of prefabricated profiled beam connect and belong to strong connection, be in elasticity and connect under seismic loading, and connecting elements does not destroy.The beam-ends of prefabricated profiled beam connects and belongs to the power consumption connection, and under seismic loading, the power consumption junction plate that is used for prefabricated profiled beam connection enters the plastic state power consumption, consumes the energy that earthquake inputs to structure.
Prefabricated post, prefabricated profiled beam, node splicing apparatus, precast beam are precast reinforced concrete structure, and the arrangement of reinforcement of member carries out arrangement of reinforcement according to the actual loading of fabricated construction.The strength and stiffness of U bolt, nut design according to the force request of structure.
Described prefabricated profiled beam is divided into " ten " shape precast beam, "T"-shaped precast beam, " L " shape precast beam, the vertical duct of running through is reserved at prefabricated profiled beam middle part, prefabricated profiled beam member connects edge's breadth of section and reduces half, the configuration of longitudinal reinforcement and stirrup in the corresponding adjustment prefabricated units is to adapt to the connection of contiguous prefabricated beam.Prefabricated profiled beam member connects edge and leaves the horizontal duct of running through, and U bolt passes the horizontal duct of reservation of contiguous prefabricated profiled beam, carries out bolt and connects.During construction, the horizontal duct of the reservation of contiguous prefabricated profiled beam is corresponding mutually, inserts U bolt, and fastening nut utilizes U bolt to transmit stressed between the prefabricated profiled beam.Prefabricated profiled beam is reserved horizontal duct edge, does not build the topping of steel concrete, leaves the space, and this space is used for the installation of U bolt and nut, to guarantee building post processing after the installation, guarantees integrally-built outward appearance.Because under seismic loading, the moment of flexure in the girder span and shearing change little, therefore when structure design, guarantee the intensity of U bolt, can guarantee the unlikely damage of U bolt under geological process.
Described precast beam beam-ends connects edge's deck-molding and reduces half, the configuration of longitudinal reinforcement and stirrup in the corresponding adjustment prefabricated units, to adapt to being connected of precast beam and adjacent node splicing apparatus, the pre-buried cross bolts of precast beam beam-ends edge is used for the installation of power consumption junction plate.During construction, the precast beam lifting is positioned on the prefabricated bean column node splicing apparatus, by the power consumption junction plate is installed, precast beam and node splicing apparatus is connected into an integral body.
Described node splicing apparatus is divided into " ten " shape node splicing apparatus, "T"-shaped node splicing apparatus, " L " shape node splicing apparatus, and different shape node splicing apparatus all leaves the vertical duct that the prefabricated post reserved steel bar passes.The member edge deck-molding that the node splicing apparatus is connected with precast beam reduces half, and pre-buried cross bolts in the deck-molding scope, and this pre-buried cross bolts is used for the installation of power consumption junction plate.Reserve bolt edge and do not build the topping concrete, leave the space, this space is used for the installation of power consumption junction plate.
Reserving hole on the described power consumption junction plate, the shape of hole can be ellipse, circle, prismatic etc., the power consumption junction plate with different void shapes has different energy dissipation capacities.The power consumption junction plate is energy-dissipating device, and under seismic loading, the power consumption junction plate is at first surrendered power consumption.When structure design, can be by the strength and stiffness of design power consumption junction plate, rigidity and the intensity of control bean column node become hinged joint with design of node, semi-rigid node and rigid joint.
The utility model bottom prefabricated post with the method for attachment on basis is: basic embedded bar stretches out basic top, inserts the vertical duct of reservation of bottom prefabricated post lower end, adopts sleeve grouting connection or slurry anchor to connect then; The intermediate layer prefabricated post vertically be connected to: prefabricated post top reserved steel bar passes the vertical duct of reservation of prefabricated profiled beam or node splicing apparatus, insert the vertical duct of reservation of adjacent upper strata prefabricated post, adopt sleeve grouting to be connected between the insertion reinforcing bar of lower floor's prefabricated post and the upper strata prefabricated post or starch the anchor connection; The intensity that the grouting of reserved steel bar sleeve connects or the slurry anchor connects of prefabricated post is equivalent to the intensity of cast-in-place connection; Vertically being connected to of top layer prefabricated post: the reserved steel bar of top layer prefabricated post passes the reserving hole channel of prefabricated profiled beam or node splicing apparatus, stretches out reinforcing bar and adopts the rubber sheet gasket bolt to connect.
The vertical connection of described prefabricated post mainly adopts grout sleeve to connect or the slurry anchor connects, this connected mode simple structure, speed of application is fast, bonding strength is high, can guarantee the continuity of prefabricated post longitudinal reinforcement power transmission, guarantee that prefabricated post can at first not enter plastic state under seismic loading.
Under seismic loading; the moment of flexure of beam-ends and shearing increase are bigger; therefore when structure design; consider that the power consumption junction plate enters plastic state; by the strength and stiffness of design power consumption junction plate, the strength and stiffness of control framework structure node, the power consumption junction plate geological process under enter the plastic state power consumption; other member of fabricated construction is protected, and gets final product repair structure by replacing the power consumption junction plate after the earthquake.
During structure design, the span centre by the choose reasonable precast beam connects and is connected with beam-ends, gets final product the appearance position of the plastic hinge of reasonable Arrangement structure under geological process.The material of power consumption junction plate is steel or other metal power consumption material, it is the important component of structure, this member transmits stressed between prefabricated units, position and order appear in the plastic hinge of controlling structure, and intensity, rigidity and the size of power consumption junction plate requires to design according to the seismic design of structure.
Beneficial effect: the utility model proposes a kind of novel assembled steel reinforced concrete frame structure system, the prefabricated post of this assembling frame structure system, prefabricated profiled beam, node splicing apparatus, precast beam all can carry out standardized production in factory, avoid the wet trade of job site, accelerated house building speed.The form of each prefabricated unit is all simple relatively, is convenient to transportation.
The use of power consumption junction plate has improved the energy-dissipating property of fabricated construction.When earthquake took place, surrender took place and consumes energy in the power consumption junction plate of assembled steel tendon concrete frame structure, consumes most of energy that earthquake inputs to structure.After the earthquake, the damage of structure concentrates on the power consumption junction plate, and the damage of prefabricated beam column is very little, and shake back repair is less, only for changing the power consumption junction plate.
The intensity that prefabricated profiled beam adopts the span centre of U bolt to connect is equivalent to the intensity of cast-in-place connection.
Assembled steel reinforced concrete frame structure system can satisfy earthquake resistant design code and based on the requirement of the seismic design of performance.
Description of drawings
Fig. 1 is the formula reinforced concrete frame structure schematic diagram that is linked and packed in the utility model beam;
Fig. 2 is that span centre connects partial schematic diagram among Fig. 1;
Fig. 3 is the utility model beam-ends formula reinforced concrete frame structure schematic diagram that is linked and packed;
Fig. 4 is that beam-ends connects partial schematic diagram among Fig. 3;
Fig. 5 is the prefabricated profiled beam of the utility model " ten " shape precast beam schematic diagram;
Fig. 6 is the "T"-shaped precast beam schematic diagram of the prefabricated profiled beam of the utility model;
Fig. 7 is the prefabricated profiled beam of the utility model " L " shape precast beam schematic diagram;
Fig. 8 is " ten " shape node splicing apparatus schematic diagram of the utility model node splicing apparatus;
Fig. 9 is the "T"-shaped node splicing apparatus schematic diagram of the utility model node splicing apparatus;
Figure 10 is " L " shape node splicing apparatus schematic diagram of the utility model node splicing apparatus.
The specific embodiment
Below in conjunction with the drawings and specific embodiments the utility model is described further.
The utility model is applied to the formula reinforced concrete frame structure that is linked and packed in the beam.
As illustrated in fig. 1 and 2: a kind of assembled steel reinforced concrete frame structure system, comprise prefabricated post 1 and girder construction, girder construction is the formula structure that is linked and packed in the beam;
The formula that is linked and packed in described beam structure comprises prefabricated profiled beam 2, U bolt 4 and nut 5, described prefabricated profiled beam 2 is precast reinforced concrete structure, prefabricated profiled beam 2 middle parts are reserved with the vertical duct that the reserved steel bar of prefabricated post 1 passes, prefabricated profiled beam 2 member edge breadth of section reduce half, prefabricated profiled beam 2 member edges leave the horizontal duct of running through, the horizontal duct of reservation that described U bolt 4 passes contiguous prefabricated profiled beam 2 connects, and fixing by nut 5;
Described prefabricated post 1 is precast reinforced concrete structure, the upper end reserved steel bar, and vertical duct is reserved in the lower end, and described prefabricated post 1 connects into an integral body with basis, prefabricated profiled beam 2.
Shown in Fig. 5,6,7, described prefabricated profiled beam 2 is divided into " ten " shape precast beam, "T"-shaped precast beam, " L " shape precast beam.
Bottom prefabricated post 1 with the method for attachment on basis is: basic embedded bar stretches out basic top, inserts the vertical duct of reservation of bottom prefabricated post 1 lower end, adopts sleeve grouting connection or slurry anchor to connect then; Intermediate layer prefabricated post 1 vertically be connected to: prefabricated post 1 top reserved steel bar passes the vertical duct of reservation of prefabricated profiled beam 2, insert the vertical duct of reservation of adjacent upper strata prefabricated post 1, adopt sleeve grouting to be connected between the insertion reinforcing bar of lower floor's prefabricated post 1 and the upper strata prefabricated post 1 or starch the anchor connection; Vertically being connected to of top layer prefabricated post 1: the reserved steel bar of top layer prefabricated post 1 passes the reserving hole channel of prefabricated profiled beam 2, stretches out reinforcing bar and adopts the rubber sheet gasket bolt to connect.
The utility model is applied to the beam-ends formula reinforced concrete frame structure that is linked and packed.
Shown in Fig. 3 and 4, a kind of assembled steel reinforced concrete frame structure system comprises prefabricated post 1 and girder construction, and girder construction is the beam-ends formula structure that is linked and packed;
The described beam-ends formula structure that is linked and packed comprises node splicing apparatus 3, nut 5, precast beam 6, power consumption junction plate 7 and pre-buried cross bolts 8, described node splicing apparatus 3 and precast beam 6 are precast reinforced concrete structure, the vertical duct that the reserved steel bar that described node splicing apparatus 3 is reserved with prefabricated post 1 passes, edge's deck-molding of described node splicing apparatus 3 members and precast beam 6 beam-ends reduces half, the edge of node splicing apparatus 3 members and precast beam 6 beam-ends is provided with pre-buried cross bolts 8, be connected an integral body by the power consumption junction plate 7 that is installed on the pre-buried cross bolts 8 between precast beam 6 and the node splicing apparatus 3, and fixing by nut 5;
Described prefabricated post 1 is precast reinforced concrete structure, the upper end reserved steel bar, and vertical duct is reserved in the lower end, and described prefabricated post connects into an integral body with basis, node splicing apparatus 3.
Shown in Fig. 8,9,10, described node splicing apparatus 3 is divided into " ten " shape node splicing apparatus, "T"-shaped node splicing apparatus, " L " shape node splicing apparatus.Reserving hole on the described power consumption junction plate 7, hole be shaped as ellipse, circle or prismatic.
Bottom prefabricated post 1 with the method for attachment on basis is: basic embedded bar stretches out basic top, inserts the vertical duct of reservation of bottom prefabricated post 1 lower end, adopts sleeve grouting connection or slurry anchor to connect then; Intermediate layer prefabricated post 1 vertically be connected to: prefabricated post 1 top reserved steel bar passes the vertical duct of reservation of node splicing apparatus 3, insert the vertical duct of reservation of adjacent upper strata prefabricated post 1, adopt sleeve grouting to be connected between the insertion reinforcing bar of lower floor's prefabricated post 1 and the upper strata prefabricated post 1 or starch the anchor connection; Vertically being connected to of top layer prefabricated post 1: the reserved steel bar of top layer prefabricated post 1 passes the reserving hole channel of node splicing apparatus 3, stretches out reinforcing bar and adopts the rubber sheet gasket bolt to connect.
In conjunction with above-mentioned two embodiment, the utility model also can be applicable in the part beam coupling part beam-ends formula reinforced concrete frame structure that is linked and packed.
Should be pointed out that for those skilled in the art under the prerequisite that does not break away from the utility model principle, can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.In the present embodiment not clear and definite each ingredient all available prior art realized.
Claims (4)
1. assembled steel reinforced concrete frame structure system is characterized in that: comprise prefabricated post and girder construction, girder construction is divided into be linked and packed in the beam formula structure and the beam-ends formula structure that is linked and packed;
The formula that is linked and packed in described beam structure comprises prefabricated profiled beam, U bolt and nut, described prefabricated profiled beam is precast reinforced concrete structure, prefabricated profiled beam middle part is reserved with the vertical duct that the reserved steel bar of prefabricated post passes, prefabricated profiled beam member edge breadth of section reduces half, prefabricated profiled beam member edge leaves the horizontal duct of running through, the horizontal duct of reservation that described U bolt passes contiguous prefabricated profiled beam connects, and fixes by nut;
The described beam-ends formula structure that is linked and packed comprises the node splicing apparatus, nut, precast beam, power consumption junction plate and pre-buried cross bolts, described node splicing apparatus and precast beam are precast reinforced concrete structure, the vertical duct that the reserved steel bar that described node splicing apparatus is reserved with prefabricated post passes, edge's deck-molding of described node splicing apparatus member and precast beam beam-ends reduces half, the edge of node splicing apparatus member and precast beam beam-ends is provided with pre-buried cross bolts, be connected an integral body by the power consumption junction plate that is installed on the pre-buried cross bolts between precast beam and the node splicing apparatus, and fix by nut;
Described prefabricated post is precast reinforced concrete structure, the upper end reserved steel bar, and vertical duct is reserved in the lower end, described prefabricated post and basis, prefabricated profiled beam or node splicing apparatus connect into an integral body.
2. a kind of assembled steel reinforced concrete frame structure system according to claim 1, it is characterized in that: described prefabricated profiled beam is divided into " ten " shape precast beam, "T"-shaped precast beam, " L " shape precast beam, and described node splicing apparatus is divided into " ten " shape node splicing apparatus, "T"-shaped node splicing apparatus, " L " shape node splicing apparatus.
3. a kind of assembled steel reinforced concrete frame structure system according to claim 1, it is characterized in that: the bottom prefabricated post with the method for attachment on basis is: basic embedded bar stretches out basic top, insert the vertical duct of reservation of bottom prefabricated post lower end, adopt sleeve grouting to connect then or the connection of slurry anchor; The intermediate layer prefabricated post vertically be connected to: prefabricated post top reserved steel bar passes the vertical duct of reservation of prefabricated profiled beam or node splicing apparatus, insert the vertical duct of reservation of adjacent upper strata prefabricated post, adopt sleeve grouting to be connected between the insertion reinforcing bar of lower floor's prefabricated post and the upper strata prefabricated post or starch the anchor connection; Vertically being connected to of top layer prefabricated post: the reserved steel bar of top layer prefabricated post passes the reserving hole channel of prefabricated profiled beam or node splicing apparatus, stretches out reinforcing bar and adopts the rubber sheet gasket bolt to connect.
4. a kind of assembled steel reinforced concrete frame structure system according to claim 1 is characterized in that: reserving hole on the described power consumption junction plate, hole be shaped as ellipse, circle or prismatic.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320162348 CN203213282U (en) | 2013-04-03 | 2013-04-03 | Fabricated reinforced concrete frame structure system |
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| CN 201320162348 CN203213282U (en) | 2013-04-03 | 2013-04-03 | Fabricated reinforced concrete frame structure system |
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| CN 201320162348 Withdrawn - After Issue CN203213282U (en) | 2013-04-03 | 2013-04-03 | Fabricated reinforced concrete frame structure system |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103195170A (en) * | 2013-04-03 | 2013-07-10 | 中铁建设集团有限公司 | Prefabricated reinforced concrete frame structure system |
| CN104631858A (en) * | 2014-12-29 | 2015-05-20 | 戴文江 | Method for mounting prefabricated residence |
| CN105625562A (en) * | 2016-02-03 | 2016-06-01 | 哈尔滨工业大学（威海） | Assembly type framework building structure and construction method thereof |
| CN107143040A (en) * | 2017-04-25 | 2017-09-08 | 华南理工大学 | The connecting structure and its construction method of a kind of prefabricated regeneration monolith beam |
| CN108775083A (en) * | 2018-07-09 | 2018-11-09 | 东南大学 | The assembly concrete frame structure and construction method connected outside precast beam plastic hinge region |
| CN109296070A (en) * | 2018-10-25 | 2019-02-01 | 安徽建筑大学 | Novel assembled concrete frame beam column connected node |
| CN109707039A (en) * | 2018-12-28 | 2019-05-03 | 长安大学 | One kind matching formula structural beams-beam artificial plastic hinge link node and its construction method |
| WO2019196627A1 (en) * | 2018-04-11 | 2019-10-17 | 蔡瑶生 | Method for constructing building frame and building frame |
| CN110439116A (en) * | 2019-08-09 | 2019-11-12 | 昌大建筑科技有限公司 | Concrete assembles dry construction linked system entirely |
| CN113389268A (en) * | 2021-06-29 | 2021-09-14 | 黑龙江松瑞科技有限公司 | Assembly type reinforced concrete frame disassembly-free formwork combined connecting system and construction method thereof |
| CN114687445A (en) * | 2020-12-31 | 2022-07-01 | 上海浦东建筑设计研究院有限公司 | Dry-type hinged joint suitable for assembled beam column is connected |
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2013
- 2013-04-03 CN CN 201320162348 patent/CN203213282U/en not_active Withdrawn - After Issue
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103195170B (en) * | 2013-04-03 | 2015-07-15 | 中铁建设集团有限公司 | Prefabricated reinforced concrete frame structure system |
| CN103195170A (en) * | 2013-04-03 | 2013-07-10 | 中铁建设集团有限公司 | Prefabricated reinforced concrete frame structure system |
| CN104631858A (en) * | 2014-12-29 | 2015-05-20 | 戴文江 | Method for mounting prefabricated residence |
| CN105625562A (en) * | 2016-02-03 | 2016-06-01 | 哈尔滨工业大学（威海） | Assembly type framework building structure and construction method thereof |
| CN107143040A (en) * | 2017-04-25 | 2017-09-08 | 华南理工大学 | The connecting structure and its construction method of a kind of prefabricated regeneration monolith beam |
| WO2019196627A1 (en) * | 2018-04-11 | 2019-10-17 | 蔡瑶生 | Method for constructing building frame and building frame |
| CN108775083A (en) * | 2018-07-09 | 2018-11-09 | 东南大学 | The assembly concrete frame structure and construction method connected outside precast beam plastic hinge region |
| CN109296070A (en) * | 2018-10-25 | 2019-02-01 | 安徽建筑大学 | Novel assembled concrete frame beam column connected node |
| CN109707039A (en) * | 2018-12-28 | 2019-05-03 | 长安大学 | One kind matching formula structural beams-beam artificial plastic hinge link node and its construction method |
| CN109707039B (en) * | 2018-12-28 | 2021-05-18 | 长安大学 | Matched structural beam-beam artificial plastic hinge joint and construction method thereof |
| CN110439116A (en) * | 2019-08-09 | 2019-11-12 | 昌大建筑科技有限公司 | Concrete assembles dry construction linked system entirely |
| CN114687445A (en) * | 2020-12-31 | 2022-07-01 | 上海浦东建筑设计研究院有限公司 | Dry-type hinged joint suitable for assembled beam column is connected |
| CN113389268A (en) * | 2021-06-29 | 2021-09-14 | 黑龙江松瑞科技有限公司 | Assembly type reinforced concrete frame disassembly-free formwork combined connecting system and construction method thereof |
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Granted publication date: 20130925 Effective date of abandoning: 20150715 |
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