JPH0343529A - Passageway framework - Google Patents
Passageway frameworkInfo
- Publication number
- JPH0343529A JPH0343529A JP17998989A JP17998989A JPH0343529A JP H0343529 A JPH0343529 A JP H0343529A JP 17998989 A JP17998989 A JP 17998989A JP 17998989 A JP17998989 A JP 17998989A JP H0343529 A JPH0343529 A JP H0343529A
- Authority
- JP
- Japan
- Prior art keywords
- hallway
- corridor
- passageway
- support material
- floor
- 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
- 238000010276 construction Methods 0.000 abstract description 11
- 230000003111 delayed effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 210000000569 greater omentum Anatomy 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、家屋本体の外側にかつ家屋本体に沿って配さ
れる廊下を形成するに際して、廊下形成用の部材を予め
一体に接合しておくことにより、現地における組付は作
業を簡易化し、施工能率を高めうる廊下架構体に関する
。[Detailed Description of the Invention] [Industrial Field of Application] The present invention provides a method for forming a corridor that is arranged outside and along the main body of a house by joining members for forming the corridor together in advance. The construction of the corridor frame structure simplifies on-site assembly work and increases construction efficiency.
複数階建の集合住宅にあっては、例えば第5図に示すご
とく、家屋本体aの外壁W外側に、該外壁に沿って廊下
すを付設することがある。In a multi-story housing complex, for example, as shown in FIG. 5, a hallway may be attached to the outside of the outer wall W of the house body a along the outer wall.
このような廊下すを形成するには、外壁Wの外側に廊下
柱C・・−を並役し、該廊下柱Cと家屋本体aとの間に
継ぎ梁d・−・を、又隣り合う廊下柱C1Cの間に廊下
梁eを夫々架け渡すとともに、廊下梁eと外壁Wとの間
には、複数個の桟材f・−・を架設することにより、廊
下すの骨組体を形成し、さらに桟材f上には廊下パネル
pを敷設していた。In order to form such a corridor, corridor pillars C...- are placed side by side on the outside of the outer wall W, and connecting beams d... are placed between the corridor pillars C and the main body a of the house. A hallway beam e is spanned between each of the hallway pillars C1C, and a plurality of crosspieces f are erected between the hallway beam e and the outer wall W to form the frame of the hallway. Furthermore, a corridor panel p was laid on the crosspiece f.
このような廊下にあっては、多数の居住人が通行し、又
重量物を廊下上に載置することもあるので、前記各部材
の接合は、安全にかつ強固に施工せねばならず、施工に
手間を要する。しかもこれ等の組付けは、現地において
施工するため、雨天等の理由によって遅延しがちであり
、工期が長引くという問題がある。In such corridors, many residents pass through and heavy objects may be placed on the corridor, so the connections of each member must be constructed safely and firmly. Construction takes time. Moreover, since these installations are carried out on-site, they tend to be delayed due to reasons such as rainy weather, resulting in the problem of prolonging the construction period.
本発明は廊下梁内面にボルト止めされる外受材と、床梁
の外面にボルト止めされる内受材と外受材の間に配され
る複数の廊下桟材とを予め一体に接合することを基本と
して、廊下を精度よく形成できかつ現地での手間を滅じ
工期の短縮を計りうる廊下桟材の提供を目的としている
。The present invention joins together in advance an outer support material bolted to the inner surface of a hallway beam, and a plurality of hallway beam members arranged between the inner support material and the outer support material bolted to the outer surface of the floor beam. Based on this, our aim is to provide corridor crosspieces that can form corridors with high precision, eliminate on-site labor, and shorten the construction period.
(!!IIを解決するための手段〕
本発明は、隔置された柱間に架け渡される床梁を有する
家屋本体の外壁に、前記床梁に内縁が沿う廊下を形成す
るための廊下架構体であって、前記外壁と離れてかつ該
外壁と平行に並設された廊下柱間に架け渡される廊下梁
の内面にボルト止めされる外受材と、前記床梁の外面に
ボルト止めされる内受材と、前記外受材、内受材間に配
される複数の廊下桟材とを、予め一体に接合してなる廊
下架構体である。(Means for Solving !!II) The present invention provides a hallway frame for forming a hallway on the outer wall of a main body of a house having a floor beam extending between spaced pillars, the inner edge of which runs along the floor beam. an exterior support material bolted to the inner surface of a hallway beam spanning between hallway pillars arranged parallel to and apart from the exterior wall; and an exterior support material bolted to the exterior surface of the floor beam. This is a hallway frame structure formed by integrally joining in advance an inner supporting material, and a plurality of corridor beams disposed between the outer supporting material and the inner supporting material.
〔作用〕
外受材と内受材と複数の廊下桟材とを予め一体に接合し
ているため、手間を要する廊下桟材を床梁、廊下梁へ取
付ける作業が容易となり、現地での接合作業は、著滅さ
れしかも前記部材の芯出し作業が省略できるため工期の
短縮、作業者の節減を計ることができ、しかも組付は精
度の向上が可能となる。しかも廊下桟材は内受材、外受
材によって枠組されているため、剛性が大となり強固な
廊下を形成することができる。[Function] Since the outer support material, inner support material, and multiple hallway beams are joined together in advance, the labor-intensive work of attaching the hallway support materials to the floor beams and hallway beams becomes easy, and on-site joining is possible. Since the work is considerably reduced and the centering work of the members can be omitted, the construction period can be shortened and the number of workers can be saved, and the precision of assembly can be improved. Moreover, since the corridor beam is framed by inner and outer supporting materials, its rigidity is increased and a strong corridor can be formed.
以下本発明の一実施例を図面に基づき説明する。 An embodiment of the present invention will be described below based on the drawings.
図において本発明の廊下架構体1は、隔置された柱2.
2間に架け渡される床梁3を有する家屋本体Aの外壁W
に床Bを形成するためのものであって、外壁Wと間隔を
隔ててかつ外壁Wと平行に並設された廊下柱4間に架け
渡される廊下梁6とを具えるとともに、該廊下梁6内面
に沿い取付く外受材8と、前記床梁3内面に沿い取付く
内受材7と、前記外受材8と内受材7との間に配される
複数の廊下桟材9・・−とを予め一体に接合している。In the figure, the hallway frame structure 1 of the present invention includes spaced columns 2.
The outer wall W of the house main body A has a floor beam 3 spanning between the two
It is for forming a floor B in the floor B, and includes a hallway beam 6 spanning between hallway pillars 4 arranged parallel to and spaced apart from the exterior wall W, and the hallway beam 6 6 an outer support material 8 installed along the inner surface of the floor beam 3, an inner support material 7 installed along the inner surface of the floor beam 3, and a plurality of corridor beam members 9 arranged between the outer support material 8 and the inner support material 7. ...- are joined together in advance.
柱2は、中空角断面をなし、地面に打設される図示しな
い基礎上に立設される。The pillar 2 has a hollow square cross section and is erected on a foundation (not shown) that is cast into the ground.
床梁3は、溝形材からなる上弦材2L下弦材22を溝部
を向き合わせて配しかつ上弦材21、下弦材22の間を
複数本のラチス23・−で結んでなるラチス梁であって
、本実施例では前記ラチス23は、床梁3の外面に沿っ
て設けられる。又床梁3の両端には、上、下弦材21.
22を継ぐ当て板が設けられ、該当て板を前記柱2に当
接させかつボルト止めすることにより床梁3は、柱2.
2間に架け渡される。The floor beam 3 is a lattice beam formed by arranging upper chord members 2L and lower chord members 22 made of channel-shaped members with their grooves facing each other, and connecting the upper chord members 21 and the lower chord members 22 with a plurality of lattices 23. In this embodiment, the lattice 23 is provided along the outer surface of the floor beam 3. Also, upper and lower chord members 21. are installed at both ends of the floor beam 3.
22 is provided, and by bringing the plate into contact with the column 2 and bolting it, the floor beam 3 is connected to the column 2.
It spans between the two.
廊下柱4は、前記外壁Wと離れてかつ柱2と向き合わせ
て配され、本実施例では廊下柱4と柱2とは断面が同一
形状に形成され、地面上に立設される。Corridor pillar 4 is arranged apart from the outer wall W and facing pillar 2. In this embodiment, corridor pillar 4 and pillar 2 have the same cross-sectional shape and are erected on the ground.
柱2と廊下柱4とは、継ぎ梁11によって連結される。The pillar 2 and the hallway pillar 4 are connected by a connecting beam 11.
継ぎ梁11は、第1図において両端に位置する廊下柱4
と柱2とを結ぶ外の継ぎ梁11Aと中間に位置する廊下
柱4と柱2とを結ぶ内の継ぎ梁11Bとからなる。The connecting beams 11 are connected to the corridor pillars 4 located at both ends in FIG.
It consists of an outer joint beam 11A that connects the corridor pillar 4 and the pillar 2, and an inner joint beam 11B that connects the corridor pillar 4 and the pillar 2 located in the middle.
外の継ぎ梁11Aは、ウェブの上、下にフランジを設け
た■形材からなり、内端、外端に夫々添着する当て板2
5.25を柱2及び廊下柱4に夫々当接させかつボルト
止めすることにより、継ぎ梁11Aは柱2と廊下柱4と
を連結することができる。The outer joint beam 11A is made of a profile with flanges on the top and bottom of the web, and has caul plates 2 attached to the inner and outer ends, respectively.
5.25 is brought into contact with the pillar 2 and the hallway pillar 4, respectively, and bolted, so that the connecting beam 11A can connect the pillar 2 and the hallway pillar 4.
又外の継ぎ梁11Aは、前記ウェブの内面き面から水平
にかつ先端がフランジよりも突出する張出し片26を設
ける。The outer joint beam 11A is provided with an overhang piece 26 horizontally extending from the inner surface of the web and whose tip protrudes beyond the flange.
内の継ぎ梁11Bは、第3.4図に示すごとく両端に配
される接続金具29.29の間に溝形材からなる一対の
桁材30.30をその溝部を外に向は並べて配設される
。As shown in Fig. 3.4, the inner connecting beam 11B has a pair of girder members 30, 30 made of channel members arranged between connecting fittings 29, 29 disposed at both ends, with the grooves facing outward. will be established.
接続金具29は、柱2又は廊下柱4の対向面に密接しか
つボルト止めされる座板29aから連結片29bを張出
したT字状をなし、連結片29bを挟んで前記2枚の桁
材30.30の端部をボルト止めする。The connecting fitting 29 has a T-shape in which a connecting piece 29b extends from a seat plate 29a that is in close contact with the facing surface of the pillar 2 or the hallway pillar 4 and is bolted. 30. Bolt the 30 ends.
なお取付けに際して、桁材30の上面は、外の継ぎ梁1
1Aに取付く前記張出し片26の上面と同高さに設定さ
れる。When installing, the top surface of the girder material 30 is connected to the outer joint beam 1.
It is set at the same height as the upper surface of the overhang piece 26 attached to 1A.
このように廊下柱4は、外の継ぎ梁11A1内の継ぎ梁
11Aによって、外壁Wから定間隔を隔てて外壁Wに接
続される。In this way, the corridor pillar 4 is connected to the outer wall W at a regular interval from the outer wall W by the connecting beam 11A in the outer connecting beam 11A1.
廊下梁6は、前記外の継ぎ梁11Aと同一断面形状、同
寸度のI形材であって、ウェブ6aの上、下端に水平に
のびるフランジ6b、6bを具える。The corridor beam 6 is an I-shaped member having the same cross-sectional shape and size as the outside joint beam 11A, and includes flanges 6b, 6b extending horizontally from the upper and lower ends of the web 6a.
又廊下梁6は両端に隣り合う一対の廊下柱4.4の互い
に向き合う対向面に当接しうる当て片32.32を具え
る。当て片32には前記廊下柱4に穿設される複数個の
ネジ孔と位置合わせされて透設されるボルト孔が設けら
れ、前記ボルト孔を通るボルトを廊下柱4の前記ネジ孔
に螺入することにより、廊下梁6は、向き合う2本の廊
下柱4.4の間に架け渡される。さらに廊下梁6はその
ウェブ6aに複数個の透孔が穿設される。The hallway beam 6 is also provided with abutment pieces 32, 32 at both ends that can come into contact with opposing surfaces of a pair of adjacent hallway pillars 4.4. The cover piece 32 is provided with a bolt hole that is inserted through the hole in alignment with a plurality of screw holes drilled in the hallway pillar 4, and a bolt passing through the bolt hole is screwed into the screw hole of the hallway pillar 4. By doing so, the hallway beam 6 is spanned between the two facing hallway columns 4.4. Further, the corridor beam 6 is provided with a plurality of through holes in its web 6a.
内受材7は、床梁3外面に沿う垂直片7aの下端から外
向きにのびる水平片7bを張出した断面り字状をなす、
垂直片7aには、前記ラチス23に設けるネジ孔と位置
合わせされて透設されるボルト孔を設ける。又内受材7
の両端部近傍には、垂直片7aの外面からのびる一対の
突出片35.35に突出させる。The inner receiving material 7 has a cross-sectional shape with a horizontal piece 7b extending outward from the lower end of a vertical piece 7a along the outer surface of the floor beam 3.
The vertical piece 7a is provided with a bolt hole that is aligned with the screw hole provided in the lattice 23 and is provided therethrough. Also, inner receiving material 7
A pair of projecting pieces 35 and 35 extending from the outer surface of the vertical piece 7a protrude near both ends of the vertical piece 7a.
外受材8は、内受材7と同様に垂直片8aと水平片8b
とを具えるL字断面をなし、垂直片8aには廊下梁6に
設ける前記透孔と位置合せされ透設されるボルト孔が設
けられる。又前記垂直片8aの内面には内受材7の突出
片35と対向する位置に配される一対の突片33.33
が取付く。The outer receiving material 8, like the inner receiving material 7, has a vertical piece 8a and a horizontal piece 8b.
The vertical piece 8a is provided with a bolt hole that is aligned with the through hole provided in the hallway beam 6 and is inserted therethrough. Further, on the inner surface of the vertical piece 8a, there is a pair of projecting pieces 33, 33 disposed at a position facing the projecting piece 35 of the inner receiving member 7.
is attached.
廊下桟材9は、本実施例では内の継ぎ梁11Bの桁材3
0と略同断面、同一寸度の溝形材であり、両端部には外
受材8の突片33、内受材7の突出片35の夫々に設け
るボルト孔に位置合わせされ透設される透孔を具える。In this embodiment, the corridor beam material 9 is the girder material 3 of the inner joint beam 11B.
It is a channel-shaped member with approximately the same cross section and the same dimensions as 0, and is transparently provided at both ends in alignment with the bolt holes provided in the protruding pieces 33 of the outer receiving member 8 and the protruding pieces 35 of the inner receiving member 7, respectively. It has a through hole.
然して工場等において外受材8と内受材7とを平行にか
つ間隔を隔てて並置するとともに、外受材8、内受材7
の間に2本即ち複数本の廊下桟材9−を前記突片33、
突出片35を介して連結することにより外受材8、内受
材7及び複数の廊下桟材9・・・が一体に形成された略
四角枠状の構造体Eが形成される。However, in a factory or the like, the outer cover material 8 and the inner cover material 7 are placed parallel to each other with a gap between them, and the outer cover material 8 and the inner cover material 7 are
Between the projecting pieces 33, two or more corridor beams 9- are inserted.
By connecting them via the protruding pieces 35, a substantially rectangular frame-shaped structure E is formed in which the outer receiving member 8, the inner receiving member 7, and the plurality of corridor members 9 are integrally formed.
他方、施工現地においては、柱2.2間に床梁3を架け
渡し、かつ廊下柱4を外の継ぎ梁11A又は内の継ぎ梁
11Bによって柱2.2に接続する一方、隣り合う廊下
柱4.4の間に廊下梁6を架設する。On the other hand, at the construction site, the floor beam 3 is spanned between the columns 2.2, and the corridor column 4 is connected to the column 2.2 by the outer joint beam 11A or the inner joint beam 11B. 4. Erect the hallway beam 6 between 4.
然る後前記構造体Eを施工現地に搬入するとともに、内
受材7とラチス23.23とをボルト止めしかつ外受材
8と廊下梁6のウェブ6aとをボルト止めすることによ
って、予め内受材7、外受材8、廊下桟材9が一体に接
合された構造体Eは、外壁Wと該外壁Wと対向する位置
に配される廊下梁6との双方に連結でき、廊下架構体1
を形成することができる。Thereafter, the structure E is transported to the construction site, and the inner support material 7 and the lattice 23, 23 are bolted together, and the outer support material 8 and the web 6a of the hallway beam 6 are bolted together. The structure E, in which the inner support material 7, the outer support material 8, and the corridor crosspiece 9 are integrally joined, can be connected to both the outer wall W and the corridor beam 6 disposed at a position facing the outer wall W. Frame body 1
can be formed.
なお前記連結に際して、廊下梁6の上面は外の継ぎ梁1
1Aの張出し片26上面及び内の継ぎ梁11Bの桁材3
0の上面と面一となるよう位置決めされる。In addition, when connecting the above, the upper surface of the hallway beam 6 is connected to the outer joint beam 1.
1A overhang piece 26 upper surface and inner joint beam 11B girder material 3
It is positioned so that it is flush with the top surface of 0.
前記張出し片26と廊下桟材9との間、廊下桟材9.9
及び廊下桟材9と桁材30との間には夫々廊下パネルP
・−・が架設され、又該廊下パネルP端部と外壁W及び
廊下桟材6との夫々の隙間に、パツキン37.38を装
填し、雨仕舞することにより床梁3に沿う廊下Bが形成
される。Between the overhang piece 26 and the corridor bar 9, the corridor bar 9.9
And between the corridor beam members 9 and the girder members 30, there is a corridor panel P, respectively.
... is constructed, and the corridor B along the floor beam 3 is constructed by loading packing pads 37 and 38 into the gaps between the end of the corridor panel P, the outer wall W, and the corridor crosspiece 6, and closing the rain. It is formed.
畝上のごとく本発明の廊下架構体は、廊下を形成する外
受材と内受材と、複数の廊下桟材とを予め一体に接合し
ているため、現地施工に際しては、小数個所の接合で足
り、現地での接合作業、芯出し作業が著減しつるため、
工期の短縮及び作業者の節減、又手紐作業が可能となる
。しかも組付は精度の向上が可能となり、架構体の品質
の安定にも役立つ。Like a ridge, the corridor frame structure of the present invention has the outer and inner supporting materials that form the corridor and the plurality of corridor beams integrally joined in advance, so it is difficult to connect only a small number of places during on-site construction. is sufficient, and the on-site joining work and centering work are significantly reduced.
This shortens the construction period, saves on the number of workers, and makes it possible to work with hand strings. Furthermore, it is possible to improve the accuracy of assembly, which helps stabilize the quality of the frame.
第1図は本発明の一実施例を示す平面図、第2図はその
XXg断面図、第3図はその分解斜視図、第4図は家屋
本体と廊下との配置を略示する斜視図である。
2・−往、3−床梁、4−・廊下柱、6−廊下梁、7−
内受材、 8−・・外受材、 9曲廊下桟材、A・・・
家屋本体、 B・・−廊下、 w−外壁。Fig. 1 is a plan view showing an embodiment of the present invention, Fig. 2 is a XXg sectional view thereof, Fig. 3 is an exploded perspective view thereof, and Fig. 4 is a perspective view schematically showing the arrangement of the main body of the house and a corridor. It is. 2--outward, 3-floor beam, 4--corridor pillar, 6-corridor beam, 7-
Inner support material, 8-...Outer support material, 9-curve corridor beam material, A...
House itself, B...-corridor, w-outer wall.
Claims (1)
体の外壁に、前記床梁に内縁が沿う廊下を形成するため
の廊下架構体であって、前記外壁と離れてかつ該外壁と
平行に並設された廊下柱間に架け渡される廊下梁の内面
にボルト止めされる外受材と、前記床梁の外面にボルト
止めされる内受材と、前記外受材、内受材間に配される
複数の廊下桟材とを、予め一体に接合してなる廊下架構
体。1. A hallway frame structure for forming a hallway on the outer wall of a house body having a floor beam spanning between spaced pillars, the inner edge of which runs along the floor beam, the structure being separated from the outer wall and connected to the outer wall. An outer support material bolted to the inner surface of a hallway beam spanned between parallel pillars, an inner support material bolted to the outer surface of the floor beam, and the outer support material and the inner support material. A hallway frame structure formed by integrally bonding multiple hallway beams arranged in between.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17998989A JPH0672452B2 (en) | 1989-07-11 | 1989-07-11 | Corridor frame structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17998989A JPH0672452B2 (en) | 1989-07-11 | 1989-07-11 | Corridor frame structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0343529A true JPH0343529A (en) | 1991-02-25 |
JPH0672452B2 JPH0672452B2 (en) | 1994-09-14 |
Family
ID=16075515
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP17998989A Expired - Lifetime JPH0672452B2 (en) | 1989-07-11 | 1989-07-11 | Corridor frame structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0672452B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009150228A (en) * | 2007-12-18 | 2009-07-09 | Toyota Motor Corp | Internal combustion engine |
KR20200060939A (en) | 2018-11-23 | 2020-06-02 | 가천대학교 산학협력단 | Self-reliance structure for shielding high magnetic field |
-
1989
- 1989-07-11 JP JP17998989A patent/JPH0672452B2/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009150228A (en) * | 2007-12-18 | 2009-07-09 | Toyota Motor Corp | Internal combustion engine |
KR20200060939A (en) | 2018-11-23 | 2020-06-02 | 가천대학교 산학협력단 | Self-reliance structure for shielding high magnetic field |
Also Published As
Publication number | Publication date |
---|---|
JPH0672452B2 (en) | 1994-09-14 |
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