JP3944033B2 - Bonding bracket for building unit - Google Patents

Bonding bracket for building unit Download PDF

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Publication number
JP3944033B2
JP3944033B2 JP2002257960A JP2002257960A JP3944033B2 JP 3944033 B2 JP3944033 B2 JP 3944033B2 JP 2002257960 A JP2002257960 A JP 2002257960A JP 2002257960 A JP2002257960 A JP 2002257960A JP 3944033 B2 JP3944033 B2 JP 3944033B2
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JP
Japan
Prior art keywords
floor
unit
joint
building unit
building
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.)
Expired - Fee Related
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JP2002257960A
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Japanese (ja)
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JP2004092313A (en
Inventor
洋平 五ノ井
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui Chemical Co Ltd
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Sekisui Chemical Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP2002257960A priority Critical patent/JP3944033B2/en
Publication of JP2004092313A publication Critical patent/JP2004092313A/en
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Anticipated expiration legal-status Critical
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Description

【0001】
【発明の属する技術分野】
この発明は、建物ユニット用接合金具に関するものである。
【0002】
【従来の技術】
予め工場で製造したほぼ箱状の建物ユニットを建築現場へ複数輸送し、建築現場で複数の建物ユニットを組み立てることにより、短期間でユニット建物を構築するようにしたユニット工法が従来より行われている。
【0003】
このようなユニット工法では、下階の建物ユニット(下階ユニット)の上に上階の建物ユニット(上階ユニット)をオーバーハング(張出)させて設置することがある。
【0004】
例えば、特公平8−14151号公報(特許第2110058号)のものでは、下階ユニットの上に上階ユニットをオーバーハングさせると共に、下階ユニットのオーバーハング側の2本の柱の上端部からオーバーハング方向へ張出部材を設けて、この張出部材で上階ユニットのオーバーハング部を支持させるようにしている。
【0005】
【発明が解決しようとする課題】
しかしながら、このような上記公報のユニット建物では、下階ユニットに設けられた張出部材は、対応する上階ユニットのオーバーハング部のみを個別に支持する構造となっていたため、下階ユニットと上階ユニットとをそれぞれ隣接配置した場合に、隣接するオーバーハング部の支持構造の間に何らの連携関係も存在しないこととなるので、ユニット建物に水平力が作用した際に、隣接するオーバーハング部の先端部分の間にズレ変位が生じ易いなどの問題があった。
【0006】
また、下階ユニットの柱と上階ユニットの下梁とを接合し、更に、オーバーハング部の補強として下階ユニットの柱に水平ブレス材の端部を接合する構造を採用した場合には、これらが交錯して複雑な構造となってしまうという問題があった。
【0007】
更に、下階ユニットの妻ジョイントピースで上階ユニットとの接合を行った場合、建物ユニットの外側からの接合作業ができなくなるため、接合部位直上の床板を切欠く必要が生じ、以て、床板割付けが複雑となるという問題があった。
【0008】
そこで、本発明の目的は、上記の問題点を解消し、構造の単純化と床板割付けの容易化を得ることができる建物ユニット用接合金具を提供することにある。
【0009】
【課題を解決するための手段】
上記課題を解決するために、請求項1に記載された発明では、下階建物ユニットと、該下階建物ユニットの上部にオーバーハング状態で載置された上階建物ユニットとを接合する建物ユニット用接合金具であって、接合金具本体が、下階建物ユニットのユニット柱上端側面に接合可能な下階柱接合部と、上階建物ユニットの下梁に接合可能な上階下梁接合部と、ブレス材の端部を接合可能なブレス材接合部とを一体的に備えた建物ユニット用接合金具を特徴としている。
【0010】
このように構成された請求項1にかかる発明によれば、下階柱との接合機能と、上階下梁との接合機能と、ブレス材との接合機能という3つの接合機能を1つの金具にまとめたことにより、納りが単純化され、コスト低減を得ることができる。また、建物ユニットの外側からの接合作業が可能となるので、接合部位直上の床板を切欠く必要がなくなり、床板割付けが容易となる。
【0011】
【発明の実施の形態】
以下、本発明を具体化した実施の形態について、図示例と共に説明する。
【0012】
図1〜図9は、この発明の実施の形態を示すものである。
【0013】
まず、全体的な構成を説明すると、図1に示すように、複数の下階建物ユニット1A,1Bが隣接配置されている。そして、各下階建物ユニット1A,1Bの上部にはそれぞれ上階建物ユニット2A,2Bが複数隣接状態で載置されている。以上により、ユニット建物4が構成されている。なお、上記のユニット建物4の構成は、説明の都合上、単純化したものであり、実際には上記に限られるものでない。また、各建物ユニットは、居室ユニットに限らず、バルコニーユニットなどであっても良い。
【0014】
このユニット建物4では、各上階建物ユニット2A,2Bの一部が下階建物ユニット1A,1Bに対し外方へ張出して(オーバーハングして)オーバーハング部5を形成している。
【0015】
そして、下階建物ユニット1A,1Bの相隣接する上縁部間、および、上階建物ユニット2A,2Bの相隣接する下縁部間の少なくとも一方から外方へ延出する延出梁6が設けられ、この延出梁6の延出部6aによって上階建物ユニット2A,2Bのオーバーハング部5を同時に支持するようにしている。
【0016】
そして、下階建物ユニット1A,1Bの隣接しない側の上縁部から延出梁6とほぼ平行な片持梁7が突設され、片持梁7と延出梁6とによって上階建物ユニット2A,2Bのオーバーハング部5を支持するようにしている。
【0017】
更に、複数の延出梁6の外方端間、または、延出梁6と片持梁7の外方端間に渡し梁8が架設されている。
【0018】
そして、下階建物ユニット1A,1B、上階建物ユニット2A,2Bの天井面や床面に対し、水平ブレス9(ブレス材)を設ける。この水平ブレス9は、予め工場で取付けておくようにする。
【0019】
更に、延出梁6と片持梁7との間に水平ブレス10(ブレス材)を設ける。この水平ブレス10は、現地施工とする。
【0020】
ここで、各建物ユニットは、図2に示すように、4本のユニット柱11の上下端間をジョイントピース12を介してそれぞれ上梁14と下梁15(図5、図6参照)とで連結してなるボックスラーメン構造の鉄骨枠に面パネルを取付けた鉄骨系ユニットとする。
【0021】
上記した構成に対しこの発明では、下階建物ユニット1A,1Bと、この下階建物ユニット1A,1Bの上部にオーバーハング状態で載置された上階建物ユニット2A,2Bとの間の接合に、図6から図9に示すような、建物ユニット用接合金具21を用いる。
【0022】
この建物ユニット用接合金具21は、接合金具本体22に、下階建物ユニット1A,1Bのユニット柱11上端側面に接合可能な下階柱接合部23と、上階建物ユニット2A,2Bの下梁15(特に下面)に接合可能な上階下梁接合部24と、ブレス材10の端部を接合可能なブレス材接合部25とを一体的に備えている。
【0023】
ここで、下階柱接合部23は略垂直なプレート状をしている。また、上階下梁接合部24は略水平なプレート状をしている。ブレス材接合部25は略水平なプレート状をしている。
【0024】
下階柱接合部23、上階下梁接合部24、ブレス材接合部25には、それぞれ、ボルト固定用の、ボルト孔26が形成されている。
【0025】
次に、この実施の形態の作用について説明する。
【0026】
建物ユニット用接合金具21の下階柱接合部23を、ボルトを用いて下階建物ユニット1A,1Bのユニット柱11上端側面に接合する。そして、建物ユニット用接合金具21の上階下梁接合部24を、ボルトを用いて上階建物ユニット2A,2Bの下梁15(特に下面)に接合する。更に、建物ユニット用接合金具21のブレス材接合部25に、ボルトを用いてブレス材10の端部を接合する。
【0027】
このように、下階ユニット柱11との接合機能と、上階の下梁15との接合機能と、ブレス材10との接合機能という3つの接合機能を1つの金具(建物ユニット用接合金具21)にまとめたことにより、納りが単純化され、コスト低減を得ることができる。また、建物ユニットの外側からの接合作業が可能となるので、接合部位直上の床板を切欠く必要がなくなり、床板割付けが容易となる。
【0028】
【発明の効果】
以上説明してきたように、請求項1の発明によれば、下階柱との接合機能と、上階下梁との接合機能と、ブレス材との接合機能という3つの接合機能を1つの金具にまとめたことにより、納りが単純化され、コスト低減を得ることができる。また、建物ユニットの外側からの接合作業が可能となるので、接合部位直上の床板を切欠く必要がなくなり、床板割付けが容易となる、という実用上有益な効果を発揮し得る。
【図面の簡単な説明】
【図1】本発明の実施の形態の全体斜視図である。
【図2】図1の下階建物ユニットの上面部分の水平断面図である。
【図3】図1の部分拡大図である。
【図4】上階建物ユニットの下面部分の部分拡大図である。
【図5】図4の側面図である。
【図6】建物ユニット用接合金具の斜視図である。
【図7】図6の平面図である。
【図8】図7の正面図である。
【図9】図8の側面図である。
【符号の説明】
1A,1B 下階建物ユニット
2A,2B 上階建物ユニット
10 ブレス材
11 ユニット柱
15 下梁
21 建物ユニット用接合金具
22 接合金具本体
23 下階柱接合部
24 上階下梁接合部
25 ブレス材接合部
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a building unit joint fitting.
[0002]
[Prior art]
A unit construction method has been used in the past to construct a unit building in a short period of time by transporting a plurality of nearly box-shaped building units manufactured in the factory in advance to the building site and assembling the building units at the building site. Yes.
[0003]
In such a unit construction method, an upper-floor building unit (upper-floor unit) may be overhanged and installed on a lower-floor building unit (lower-floor unit).
[0004]
For example, in Japanese Patent Publication No. 8-14151 (Patent No. 2110058), the upper floor unit is overhanged on the lower floor unit, and from the upper ends of the two pillars on the overhang side of the lower floor unit. An overhang member is provided in the overhang direction, and the overhang portion of the upper floor unit is supported by the overhang member.
[0005]
[Problems to be solved by the invention]
However, in such a unit building of the above publication, the overhang member provided on the lower floor unit has a structure that individually supports only the overhang portion of the corresponding upper floor unit. When the floor units are arranged adjacent to each other, there is no linkage between the support structures of the adjacent overhang parts, so when a horizontal force acts on the unit building, the adjacent overhang parts There is a problem that a displacement displacement is likely to occur between the front end portions.
[0006]
In addition, when the structure of joining the end of the horizontal brace material to the pillar of the lower floor unit as a reinforcement of the overhang part as a reinforcement of the pillar of the lower floor unit and the lower beam of the upper floor unit, There was a problem that these were mixed to form a complicated structure.
[0007]
Furthermore, when the lower floor unit's wife joint piece is joined to the upper floor unit, it becomes impossible to join from the outside of the building unit, so it becomes necessary to cut out the floor board directly above the joint part. There was a problem that allocation was complicated.
[0008]
Accordingly, an object of the present invention is to provide a building unit joint fitting that can solve the above-described problems and can simplify the structure and facilitate the floorboard assignment.
[0009]
[Means for Solving the Problems]
In order to solve the above-described problem, in the invention described in claim 1, a building unit that joins a lower-floor building unit and an upper-floor building unit placed in an overhanging state on the upper portion of the lower-floor building unit. A lower metal column joint that can be bonded to the upper end side surface of the unit column of the lower floor building unit, and an upper floor lower beam joint that can be bonded to the lower beam of the upper floor building unit, It is characterized by a joint fitting for a building unit that is integrally provided with a brace material joint that can join the end of the brace material.
[0010]
According to the invention concerning Claim 1 comprised in this way, three joining functions, the joining function with a lower floor pillar, the joining function with an upper floor lower beam, and the joining function with a brace material, are made into one metal fitting. By summarizing, the delivery is simplified and the cost can be reduced. Further, since the joining work from the outside of the building unit is possible, it is not necessary to cut out the floor board immediately above the joining part, and the floor board assignment becomes easy.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments embodying the present invention will be described below together with illustrated examples.
[0012]
1 to 9 show an embodiment of the present invention.
[0013]
First, the overall configuration will be described. As shown in FIG. 1, a plurality of lower floor building units 1A and 1B are arranged adjacent to each other. Then, a plurality of upper floor building units 2A and 2B are placed adjacent to each other above the lower floor building units 1A and 1B. The unit building 4 is configured as described above. Note that the configuration of the unit building 4 is simplified for convenience of explanation, and is not limited to the above. Each building unit is not limited to a living room unit, and may be a balcony unit or the like.
[0014]
In this unit building 4, a part of each upper floor building unit 2 </ b> A, 2 </ b> B projects outward (overhangs) from the lower floor building units 1 </ b> A, 1 </ b> B to form an overhang portion 5.
[0015]
And the extended beam 6 extended outward from at least one between the adjacent upper edges of the lower floor building units 1A, 1B and between the adjacent lower edges of the upper floor building units 2A, 2B The overhanging portions 5 of the upper building units 2A and 2B are simultaneously supported by the extending portion 6a of the extending beam 6.
[0016]
And the cantilever 7 which is substantially parallel to the extended beam 6 protrudes from the upper edge of the lower floor building unit 1A, 1B on the non-adjacent side, and the upper building unit is formed by the cantilever 7 and the extended beam 6. The overhang portions 5 of 2A and 2B are supported.
[0017]
Further, a bridge beam 8 is constructed between the outer ends of the plurality of extending beams 6 or between the outer ends of the extending beam 6 and the cantilever beam 7.
[0018]
And the horizontal brace 9 (brace material) is provided with respect to the ceiling surface and floor surface of lower floor building unit 1A, 1B and upper floor building unit 2A, 2B. The horizontal brace 9 is previously installed at the factory.
[0019]
Further, a horizontal brace 10 (brace material) is provided between the extending beam 6 and the cantilever beam 7. This horizontal brace 10 will be constructed locally.
[0020]
Here, as shown in FIG. 2, each building unit has an upper beam 14 and a lower beam 15 (see FIGS. 5 and 6) between the upper and lower ends of the four unit columns 11 via joint pieces 12. A steel frame unit in which a face panel is attached to a steel frame having a box ramen structure connected to each other.
[0021]
In the present invention for the configuration described above, the lower floor building units 1A and 1B are joined to the upper floor building units 2A and 2B placed in an overhanging state on the lower floor building units 1A and 1B. 6 to 9, a building unit joint 21 is used.
[0022]
The building unit joint 21 includes a joint main body 22, a lower column joint 23 that can be joined to the upper end side surface of the unit pillar 11 of the lower building units 1A and 1B, and a lower beam of the upper building units 2A and 2B. 15 (particularly the lower surface) is integrally provided with an upper floor lower beam joint portion 24 that can be joined to the lower surface and a brace material joint portion 25 that can join an end portion of the brace material 10.
[0023]
Here, the lower floor column joint portion 23 has a substantially vertical plate shape. The upper floor lower beam joint 24 has a substantially horizontal plate shape. The brace material joint portion 25 has a substantially horizontal plate shape.
[0024]
Bolt holes 26 for fixing bolts are formed in the lower floor column joint portion 23, the upper floor lower beam joint portion 24, and the brace material joint portion 25, respectively.
[0025]
Next, the operation of this embodiment will be described.
[0026]
The lower floor column joint 23 of the building unit joint 21 is joined to the upper end side surface of the unit column 11 of the lower building units 1A and 1B by using bolts. Then, the upper floor lower beam joint portion 24 of the building unit joint 21 is joined to the lower beam 15 (particularly the lower surface) of the upper floor building units 2A and 2B using bolts. Further, the end of the brace material 10 is joined to the brace material joint 25 of the building unit joint 21 using bolts.
[0027]
In this way, the three joining functions of the joining function with the lower floor unit column 11, the joining function with the lower beam 15 on the upper floor, and the joining function with the brace material 10 are combined into one fitting (joint fitting 21 for building unit). ), The payment is simplified and the cost can be reduced. Further, since the joining work from the outside of the building unit is possible, it is not necessary to cut out the floor board immediately above the joining part, and the floor board assignment becomes easy.
[0028]
【The invention's effect】
As described above, according to the invention of claim 1, the three joint functions of the joint function with the lower floor pillar, the joint function with the upper floor lower beam, and the joint function with the brace material are combined into one metal fitting. By summarizing, the delivery is simplified and the cost can be reduced. Further, since the joining work from the outside of the building unit is possible, it is not necessary to cut out the floor board directly above the joining part, and a practically beneficial effect that the floor board assignment becomes easy can be exhibited.
[Brief description of the drawings]
FIG. 1 is an overall perspective view of an embodiment of the present invention.
2 is a horizontal sectional view of the upper surface portion of the lower-floor building unit of FIG. 1. FIG.
FIG. 3 is a partially enlarged view of FIG. 1;
FIG. 4 is a partially enlarged view of a lower surface portion of an upper floor building unit.
FIG. 5 is a side view of FIG. 4;
FIG. 6 is a perspective view of a building unit joint fitting.
7 is a plan view of FIG. 6. FIG.
FIG. 8 is a front view of FIG. 7;
9 is a side view of FIG. 8. FIG.
[Explanation of symbols]
1A, 1B Lower-floor building unit 2A, 2B Upper-floor building unit 10 Breath material 11 Unit column 15 Lower beam 21 Joint fitting 22 for building unit Joint body 23 Lower-floor column joint 24 Upper-floor lower beam joint 25 Breath material joint

Claims (1)

下階建物ユニットと、該下階建物ユニットの上部にオーバーハング状態で載置された上階建物ユニットとを接合する建物ユニット用接合金具であって、
接合金具本体が、下階建物ユニットのユニット柱上端側面に接合可能な下階柱接合部と、上階建物ユニットの下梁に接合可能な上階下梁接合部と、ブレス材の端部を接合可能なブレス材接合部とを一体的に備えたことを特徴とする建物ユニット用接合金具。
A joint fitting for a building unit that joins a lower-floor building unit and an upper-floor building unit placed in an overhanging state on the upper part of the lower-floor building unit,
The joint fitting body joins the lower floor column joint that can be joined to the upper side of the unit column of the lower floor building unit, the upper floor lower beam joint that can be joined to the lower beam of the upper floor building unit, and the end of the brace material. A joint fitting for a building unit, which is integrally provided with a possible brace material joint.
JP2002257960A 2002-09-03 2002-09-03 Bonding bracket for building unit Expired - Fee Related JP3944033B2 (en)

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Application Number Priority Date Filing Date Title
JP2002257960A JP3944033B2 (en) 2002-09-03 2002-09-03 Bonding bracket for building unit

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Publication Number Publication Date
JP2004092313A JP2004092313A (en) 2004-03-25
JP3944033B2 true JP3944033B2 (en) 2007-07-11

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Publication number Priority date Publication date Assignee Title
CN102561523B (en) * 2012-01-17 2014-03-19 湖南省金为型材有限公司 Connection component for upright post and cross beam

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