JP2011236727A5 - - Google Patents
Download PDFInfo
- Publication number
- JP2011236727A5 JP2011236727A5 JP2011085659A JP2011085659A JP2011236727A5 JP 2011236727 A5 JP2011236727 A5 JP 2011236727A5 JP 2011085659 A JP2011085659 A JP 2011085659A JP 2011085659 A JP2011085659 A JP 2011085659A JP 2011236727 A5 JP2011236727 A5 JP 2011236727A5
- Authority
- JP
- Japan
- Prior art keywords
- incidental structure
- column
- building
- unit
- fixed
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 230000003014 reinforcing Effects 0.000 claims description 10
- 239000000463 material Substances 0.000 claims description 8
- 230000000576 supplementary Effects 0.000 claims description 2
- 229910000831 Steel Inorganic materials 0.000 claims 8
- 239000010959 steel Substances 0.000 claims 8
- 210000000614 Ribs Anatomy 0.000 claims 1
Images
Description
前記目的を達成すべく、本発明に係る付帯構造物は、ユニット建物を構成する直方体状の建物ユニットの1つの立面に連結され、該建物ユニットの内部空間を拡大させる小型の付帯構造物であって、4本の柱材と、該柱材の下端部を水平方向に連結する4本の下梁と、前記柱材の上端部を水平方向に連結する4本の上梁とから直方体状に構成され、前記建物ユニットの前記1つの立面を構成する部材に連結固定されるものであり、前記4本の下梁及び4本の上梁は、前記4本の柱材に固定具により連結されるものであり、前記固定具による連結は、前記柱材にジョイント部材を介してボルトナットで着脱可能に連結されることを特徴としている。 In order to achieve the above object, the incidental structure according to the present invention is a small incidental structure that is connected to one elevation surface of a rectangular parallelepiped building unit constituting the unit building and expands the internal space of the building unit. A rectangular parallelepiped shape consisting of four column members, four lower beams connecting the lower end portions of the column members in the horizontal direction, and four upper beams connecting the upper end portions of the column members in the horizontal direction. The four lower beams and the four upper beams are fixed to the four column members by fixtures, and are connected and fixed to members constituting the one elevation surface of the building unit. It is connected, The connection by the said fixing tool is connected with the said column material through a joint member so that attachment or detachment is possible, It is characterized by the above-mentioned.
本発明に係る付帯構造物の他の態様としては、ユニット建物を構成する直方体状の建物ユニットの1つの立面に連結され、該建物ユニットの内部空間を拡大させる小型の付帯構造物であって、4本の柱材と、該柱材の下端部を水平方向に連結する4本の下梁と、前記柱材の上端部を水平方向に連結する4本の上梁とから直方体状に構成され、前記建物ユニットの前記1つの立面を構成する部材に連結固定されるものであり、隣接する2本の柱材と上梁及び下梁で構成される直方体の対向する2側面は、上梁又は下梁の一方が2本の柱材に剛接合され、その他方が固定具により2本の柱材に連結固定されるものであり、前記固定具による連結は、前記柱材にジョイント部材を介してボルトナットで着脱可能に連結されることを特徴している。 Another aspect of the incidental structure according to the present invention is a small incidental structure that is connected to one elevation surface of a rectangular parallelepiped building unit that constitutes a unit building and expands the internal space of the building unit. Constructed in a rectangular parallelepiped shape from four column members, four lower beams connecting the lower end portions of the column members in the horizontal direction, and four upper beams connecting the upper end portions of the column members in the horizontal direction. Are connected and fixed to members constituting the one elevation surface of the building unit, and two opposing side surfaces of a rectangular parallelepiped composed of two adjacent column members, an upper beam, and a lower beam are One of the beam or the lower beam is rigidly joined to the two column members, and the other is connected and fixed to the two column members by a fixture. The connection by the fixture is a joint member to the column member It is characterized in that it is detachably connected with bolts and nuts via a pin .
また、本発明に係る付帯構造物では、前記固定具による連結は、前記柱材にジョイント部材を介してボルトナットで着脱可能に連結されるものである。このように、ボルトナット接合される上梁又は下梁は2本の柱材にジョイント部材を介して連結固定されるためボルトナット接合が容易に行え、付帯構造物の製作が容易となる。 Moreover, the accessory structure according to the present invention, connected by the fixture is intended to be detachably connected by bolts and nuts through the joint member to the pillar. In this way, the upper beam or the lower beam to be joined by bolts and nuts is connected and fixed to the two column members via the joint members, so that the bolts and nuts can be joined easily, and the production of the incidental structure is facilitated.
図21は、付帯ユニットのさらに他の実施形態を示している。前記の実施形態では、付帯ユニットは4本の柱材に4本の下梁及び4本の上梁が柱勝ちの仕様として形成されたものであったが、この実施形態では梁勝ちの仕様として形成されたものである。図18の付帯ユニット10Eでは、4本の上梁14A,14A,15A,15A同士が貫通孔に挿通されたボルトナット等の固定具で連結されて長方形状に形成され、長方形状に形成された4本の梁材の下方に4本の柱材11aがボルトナット等の固定具で連結されている。柱材11aの下方と4本の下梁との連結も、図示していないが同様に、4本の下梁同士がボルトナット等の固定具で長方形状に連結され、長方形状に形成された下梁の上部に4本の柱材の下端が連結される構成となっている。このように、本発明に係る付帯構造物は、柱勝ちの構造や、梁勝ちの構造、あるいは柱勝ちと梁勝ちを組み合わせた構造等、適宜の構造を適用することができる。
FIG. 21 shows still another embodiment of the accessory unit. In the above-described embodiment, the accessory unit has four pillars with four lower beams and four upper beams formed as pillar winning specifications, but in this embodiment, the beam winning specifications are as follows. It is formed. In the
この実施形態では、付帯ユニット10Fを構成するX−Z方向の2つの側面16A,16Aは2本の柱材及び2本の梁材を連結する4個所の全てが剛接合でなく、ボルトナット等によるピン接合となっていると共に、柱材11,11の上下端をY方向に連結する下梁13及び上梁15もボルトナットにより連結されているため、付帯ユニット10Fは柔軟な構造となっている。このため、付帯ユニット10Fに地震力や風圧力が作用しても、付帯ユニット自身で対抗することなく、連結される建物ユニットに作用した力を伝達して建物ユニットが対抗する構成となっている。この実施形態では、上下の梁材、すなわち下梁12及び上梁14が共に固定具により固定されているため、前記の実施形態と比較してより柔軟な構造となっており、建物ユニットへの追従性が高くなっている。 In this embodiment, the two side surfaces 16 A, 16 A of the X-Z direction constituting a supplementary unit 10F is not all four positions for connecting the two column members and two beam members of rigid connections, bolts The pin unit is joined by a nut or the like, and the lower beam 13 and the upper beam 15 that connect the upper and lower ends of the column members 11 and 11 in the Y direction are also connected by bolts and nuts. It has become. For this reason, even if seismic force or wind pressure acts on the incidental unit 10F, the building unit is configured to transmit the force acting on the connected building unit without countering the incidental unit itself. . In this embodiment, since the upper and lower beam members, that is, the lower beam 12 and the upper beam 14 are both fixed by the fixture, it has a more flexible structure than the previous embodiment, Followability is high.
1:建物ユニット、2:柱材、3,4:下梁、5,6:上梁、10,10A,10B、10C,10D,10E,10F,10G,10H,10I:付帯ユニット(付帯構造物)、11,11a:柱材、12,13:下梁、12a:ジョイントプレート(ジョイント部材)、12b:ボルトナット、13a,15a:エンドプレート(ジョイント部材)、14,14A,15,15A:上梁、16,16B:一部を剛接合した側面(袖フレーム)、16A:ボルト接合された側面(袖フレーム)、17:水平ブレース材、20,21:補強板、22:ジョイントプレート(ジョイント部材)、23:ボルト、24:貫通孔、25:補強プレート、26:連結プレート、30:取付孔、31:ボルト(固定具)、32:ナット(固定具)、33:ガイドピン、45,45A:中間柱(補強部材)、51,51A:接合用アタッチメント、52,52A:補助梁(補強部材)、H:ユニット建物、BL:バルコニー、B:バルコニー柱 1: building unit, 2: column material, 3, 4: lower beam, 5, 6: upper beam, 10, 10A, 10B, 10C, 10D, 10E, 10F, 10G, 10H, 10I: incidental unit (accompanying structure ), 11, 11a: column member, 12, 13: lower beam, 12a: joint plate (joint member), 12b: bolts and nuts, 13a, 15a: end plate (joint member), 14, 14 A, 15, 15 A : Upper beam, 16, 16B: side face (sleeve frame) with a part rigidly joined, 16A: side face with bolt joint (sleeve frame), 17: horizontal brace material, 20, 21: reinforcing plate, 22: joint plate ( Joint member), 23: bolt, 24: through-hole, 25: reinforcing plate, 26: connecting plate, 30: mounting hole, 31: bolt (fixing tool), 32: nut (fixing tool), 3 3: Guide pin, 45, 45A: Intermediate column (reinforcing member), 51, 51A: Attachment for joining, 52, 52A: Auxiliary beam (reinforcing member), H: Unit building, BL: Balcony, B: Balcony column
Claims (15)
該付帯構造物は、4本の柱材と、該柱材の下端部を水平方向に連結する4本の下梁と、前記柱材の上端部を水平方向に連結する4本の上梁とから直方体状に構成され、前記建物ユニットの前記1つの立面を構成する部材に連結固定されるものであり、
前記4本の下梁及び4本の上梁は、前記4本の柱材に固定具により連結されるものであり、
前記固定具による連結は、前記柱材にジョイント部材を介してボルトナットで着脱可能に連結されることを特徴とする付帯構造物。 A small incidental structure connected to one elevation of a rectangular parallelepiped building unit constituting a unit building and expanding the internal space of the building unit,
The incidental structure includes four column members, four lower beams that connect the lower ends of the column members in the horizontal direction, and four upper beams that connect the upper ends of the column members in the horizontal direction. Is formed in a rectangular parallelepiped shape, and is connected and fixed to a member constituting the one elevation surface of the building unit,
The four lower beams and the four upper beams are connected to the four column members by a fixture ,
The connection by the fixing tool is detachably connected to the column member by a bolt and nut through a joint member .
該付帯構造物は、4本の柱材と、該柱材の下端部を水平方向に連結する4本の下梁と、前記柱材の上端部を水平方向に連結する4本の上梁とから直方体状に構成され、前記建物ユニットの前記1つの立面を構成する部材に連結固定されるものであり、
隣接する2本の柱材と上梁及び下梁で構成される直方体の対向する2側面は、上梁又は下梁の一方が2本の柱材に剛接合され、その他方が固定具により2本の柱材に連結固定されるものであり、
前記固定具による連結は、前記柱材にジョイント部材を介してボルトナットで着脱可能に連結されることを特徴とする付帯構造物。 A small incidental structure connected to one elevation of a rectangular parallelepiped building unit constituting a unit building and expanding the internal space of the building unit,
The incidental structure includes four column members, four lower beams that connect the lower ends of the column members in the horizontal direction, and four upper beams that connect the upper ends of the column members in the horizontal direction. Is formed in a rectangular parallelepiped shape, and is connected and fixed to a member constituting the one elevation surface of the building unit,
Two opposing side surfaces of a rectangular parallelepiped composed of two adjacent column members and an upper beam and a lower beam are either rigidly joined to the two column members by one of the upper beam or the lower beam, and the other is fixed by a fixture. It is connected and fixed to the pillar material of the book ,
The connection by the fixing tool is detachably connected to the column member by a bolt and nut through a joint member .
前記袖フレームは鉛直荷重のみを負担することを特徴とする請求項1又は2に記載の付帯構造物。 Two sleeve frames are formed with an upper beam and a lower beam in a direction protruding from a mounting surface to which the incidental structure of the building unit is attached, and two pillar members,
The incidental structure according to claim 1 or 2, wherein the sleeve frame bears only a vertical load.
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2011085659A JP5081995B2 (en) | 2010-04-14 | 2011-04-07 | Attached structures and unit buildings |
KR1020110093870A KR101362655B1 (en) | 2011-04-07 | 2011-09-19 | Accessory structure and unit building |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2010093326 | 2010-04-14 | ||
JP2010093326 | 2010-04-14 | ||
JP2011085659A JP5081995B2 (en) | 2010-04-14 | 2011-04-07 | Attached structures and unit buildings |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2012163050A Division JP5143971B2 (en) | 2010-04-14 | 2012-07-23 | Attached structures and unit buildings |
Publications (3)
Publication Number | Publication Date |
---|---|
JP2011236727A JP2011236727A (en) | 2011-11-24 |
JP2011236727A5 true JP2011236727A5 (en) | 2012-05-24 |
JP5081995B2 JP5081995B2 (en) | 2012-11-28 |
Family
ID=45324992
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2011085659A Active JP5081995B2 (en) | 2010-04-14 | 2011-04-07 | Attached structures and unit buildings |
JP2012163050A Active JP5143971B2 (en) | 2010-04-14 | 2012-07-23 | Attached structures and unit buildings |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2012163050A Active JP5143971B2 (en) | 2010-04-14 | 2012-07-23 | Attached structures and unit buildings |
Country Status (1)
Country | Link |
---|---|
JP (2) | JP5081995B2 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP6138437B2 (en) * | 2012-08-21 | 2017-05-31 | 積水化学工業株式会社 | Unit building |
CN113404320B (en) * | 2021-05-20 | 2022-08-26 | 郑州工业应用技术学院 | Anti-seismic and disaster-avoiding reinforcing structure in building main body and construction method thereof |
CN115162513B (en) * | 2021-08-16 | 2023-09-19 | 任建利 | Arch structure frame, multi-curved cavity wall, power generation building and colorful power generation city |
Family Cites Families (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5837302U (en) * | 1981-09-06 | 1983-03-11 | ナショナル住宅産業株式会社 | Architectural panel support device |
JPH0781319B2 (en) * | 1988-12-20 | 1995-08-30 | 積水化学工業株式会社 | Building unit reinforcement structure |
JPH0743288Y2 (en) * | 1990-08-31 | 1995-10-09 | ミサワホーム株式会社 | Residential unit for industrialized housing |
JPH05311741A (en) * | 1992-05-11 | 1993-11-22 | Sekisui Chem Co Ltd | Connecting structure of square type steel and channel type steel |
JPH0738337U (en) * | 1993-12-24 | 1995-07-14 | ナショナル住宅産業株式会社 | Mounting structure for receiving corner bundles |
JPH08177128A (en) * | 1994-12-27 | 1996-07-09 | Misawa Homes Co Ltd | Installing structure of expansion unit |
JPH11200500A (en) * | 1998-01-14 | 1999-07-27 | Sekisui Chem Co Ltd | Unitized building |
JP2003119892A (en) * | 2001-10-10 | 2003-04-23 | Sekisui Chem Co Ltd | Joint structure of vertical member and horizontal member, method for nondestructive inspection of joint condition of vertical member and horizontal member, building unit, and joint structure between building units |
JP3682053B2 (en) * | 2003-05-29 | 2005-08-10 | 松山鋼材株式会社 | Steel aggregate connection mechanism |
JP4700419B2 (en) * | 2005-06-13 | 2011-06-15 | 積水化学工業株式会社 | Brace mounting structure |
JP5010406B2 (en) * | 2007-09-10 | 2012-08-29 | 積水化学工業株式会社 | Building unit and unit building |
-
2011
- 2011-04-07 JP JP2011085659A patent/JP5081995B2/en active Active
-
2012
- 2012-07-23 JP JP2012163050A patent/JP5143971B2/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP2010180601A5 (en) | ||
KR101490808B1 (en) | Prefabricated steel frame equipped with removable concrete form for composite member of steel and concrete | |
JP6068840B2 (en) | Seismic reinforcement structure for column beam structures | |
KR101711614B1 (en) | Connection structure of steel column and steel beam | |
KR102107971B1 (en) | The non-welding type truss for outer wall panel | |
JP2014518972A (en) | Frame connecting device for prefabricated building structures | |
KR101549417B1 (en) | Joint basket for PC column and PC beam | |
JP2011236727A5 (en) | ||
KR101577327B1 (en) | Hybrid composite girder | |
JP4869260B2 (en) | Housing composition panel | |
JP5143971B2 (en) | Attached structures and unit buildings | |
JP2010095968A (en) | Joint structure and joint hardware for wooden framework | |
KR101864198B1 (en) | the SRC connection structure between precast concrete column and precast concrete beam, the plate connection structure between precast concrete upper column and precast concrete lower column | |
JP5065775B2 (en) | Damping wall construction method | |
KR101597895B1 (en) | Connecting structure of supporting Beams and construction method thereof | |
WO2015140894A1 (en) | Column structure and base member | |
KR102004830B1 (en) | A earthquake-proof rack for mounting server and network apparatus | |
JP2013002171A (en) | Reinforcement hardware for construction | |
JP5836100B2 (en) | Reinforcement structure of unit building | |
JP4928228B2 (en) | Connecting bracket and connecting structure of foundation and column | |
JP5010406B2 (en) | Building unit and unit building | |
JP6783038B2 (en) | Building structure | |
JP6312130B2 (en) | Column beam structure and beam end members | |
JP5008116B2 (en) | Column beam connection structure in a wooden building and metal fittings for column beam connection used in the column beam connection structure | |
JP5166799B2 (en) | Installation structure and building of reinforced column in column beam structure |