JPH0420627A - Side wall structure for housing - Google Patents
Side wall structure for housingInfo
- Publication number
- JPH0420627A JPH0420627A JP12633990A JP12633990A JPH0420627A JP H0420627 A JPH0420627 A JP H0420627A JP 12633990 A JP12633990 A JP 12633990A JP 12633990 A JP12633990 A JP 12633990A JP H0420627 A JPH0420627 A JP H0420627A
- Authority
- JP
- Japan
- Prior art keywords
- piece
- frame member
- horizontal frame
- support piece
- horizontal
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 238000010276 construction Methods 0.000 abstract description 17
- 239000002184 metal Substances 0.000 abstract description 10
- 238000000034 method Methods 0.000 abstract description 4
- 238000003466 welding Methods 0.000 description 16
- 239000000463 material Substances 0.000 description 14
- 230000000694 effects Effects 0.000 description 2
- 238000004904 shortening Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 230000002250 progressing effect Effects 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、屋外廊下、ベランダ等の家屋本体から張出す
張出し部に設けられる袖壁を、建込み現地において溶接
作業を行うことな〈実施でき、建込み現地における施工
能率を高めうる家屋の袖壁構造に関する。[Detailed Description of the Invention] [Industrial Application Field] The present invention provides a method for constructing wing walls provided on overhanging parts of the house, such as outdoor corridors and balconies, without performing welding work at the construction site. This paper relates to a wing wall structure for a house that can improve construction efficiency at the construction site.
近年壁パネル、床パネルなとパネル体を用いた乾式１法
による家屋が増加しつつあり、家屋本体は基準化、部材
の統一化が進展しているため、建設現場における作業能
率が高まりかつ工期が短縮されるなどその成果は向上し
ている。In recent years, there has been an increase in the number of houses built using the dry method, which uses wall panels, floor panels, and panel bodies, and the standardization of the house itself and the standardization of components are progressing, increasing work efficiency at construction sites and shortening the construction period. The results are improving, such as the time being shortened.
他方、家屋本体に付属するベランダ、屋外廊下にあって
は、顧客の居住性及び嗜好によって多様化され、前記家
屋本体に比べて標準化が不十分であった。On the other hand, balconies and outdoor corridors attached to the main house are diversified depending on the livability and preferences of customers, and have not been sufficiently standardized compared to the main body of the house.
特にベランダ、屋外廊下に設ける袖壁にあっては、従来
、第８図に示す如く張出し床の前縁に配される梁ａに複
数本の縦枠材ｂ−を該縦枠材すと梁ａとを溶接により固
着し並設するとともに、縦枠材すの上縁、下縁に横枠材
Ｃ，Ｃを溶接により接続し、縦、横枠材す、ｂ、ｃ、ｃ
により袖壁パネルｄ取付は用の枠組を形成していた。Particularly in the case of wing walls installed on balconies and outdoor corridors, conventionally, as shown in Fig. 8, a plurality of vertical frame members b- are attached to a beam a disposed at the front edge of an overhanging floor. A are fixed by welding and installed side by side, and horizontal frames C and C are connected to the upper and lower edges of the vertical frame members by welding, and vertical and horizontal frame members b, c, and c are connected by welding.
The side wall panels d were attached to form a framework.
このように縦、横枠材す、ｃは複数個所において溶接さ
れているため、接合部分に溶接歪が生じ完成された枠体
に変形が生じる。従って溶接により構造体を形成するに
はその変形を防止するため縦枠材す及び横枠材Ｃはとも
に剛性の大きいＬ型鋼を用いて形成していた。Since the vertical and horizontal frame members S and C are welded at multiple locations in this way, welding distortion occurs at the joints, resulting in deformation of the completed frame. Therefore, in order to prevent deformation when forming a structure by welding, both the vertical frame material C and the horizontal frame material C are formed using L-shaped steel having high rigidity.
しかし前記した如く、縦枠材すと梁ａ、及び縦枠材すと
横枠材Ｃの溶着はすべて溶接によ３ｍ合ε汀フＴ−＾１
１Ｓｌｉ、建込み現地においてその溶接作業を行うこと
となり、現地において溶接作業者の確保を必要とするな
ど作業段取りが複雑となりかつ手間を要し、工期がおく
れがちとなる。又溶接により取付けられた縦枠材、横枠
材は、その位置修正を行・うには、多大の手間を要する
。However, as mentioned above, the welding of the vertical frame material and the beam a, and the vertical frame material and the horizontal frame material C are all done by welding.
1Sli, the welding work must be carried out at the construction site, making work arrangements complicated and time-consuming, such as the need to secure welding workers at the site, which tends to delay the construction period. Further, it takes a great deal of effort to correct the position of the vertical and horizontal frame members attached by welding.
他方、縦、横枠材す、ｃはともにＬ型材を用いることに
よって、縦、横枠材す、ｃの接続部には段差が生じるこ
とになり、従って枠組内に取付く袖壁パネルｄは第９図
に示す如く、両側部、側面、背面に切込みｅ、ｆを必要
とし、この切込みｅ、ｆは、現地において枠組寸度に合
わせて加工を行うこととなる。従って袖壁形成に要する
現地の手間は非常に大きく作業能率に劣るという問題が
ある。On the other hand, by using L-shaped materials for both the vertical and horizontal frame members S and c, a step will be created at the connection part of the vertical and horizontal frame members S and C. Therefore, the side wall panel d installed within the framework will As shown in FIG. 9, cuts e and f are required on both sides, sides, and back, and these cuts e and f are processed on site to match the dimensions of the framework. Therefore, there is a problem in that the on-site effort required to form the wing walls is very large and the work efficiency is poor.
本発明は、平板鋼からなる支柱片を有する縦枠材と、上
、下の横枠材とによりコンクリート板が配される枠体を
形成するとともに、縦枠材と梁とを、又縦枠材と上下の
横枠材とをともに螺結することを基本として、建込み現
地における袖壁形成のための溶接作業を排除でき、現地
における施工能率を向上しかつ施工精度を高めうる家屋
の袖壁構造の提供を目的としている。The present invention forms a frame body on which a concrete plate is arranged by a vertical frame member having a support piece made of flat steel and upper and lower horizontal frame members, and also connects the vertical frame members and the beam to the vertical frame member. This method is based on screwing together the timber and the upper and lower horizontal frame members, which eliminates welding work for forming wing walls at the construction site, improving construction efficiency and accuracy at the construction site. It is intended to provide wall structure.
本発明は、水平な梁に固定されかつ垂直な縦枠材の上下
に水平な横枠材を設けた枠体内にコンクリート板が配さ
れることにより家屋の袖壁を形成する家屋の袖壁構造で
あって、前記縦枠材は、矩形断面かつ長尺の平板鋼から
なるとともに、前記矩形断面の長辺を前記梁と直角に配
した支柱片と、前記梁に向く支柱片の後縁に溶着されか
つ梁に螺結される取付金具とを有しかつ前記支柱片の上
部、下部に螺結部を形成する一方、前記上の横枠材は、
支柱片の上部の前記螺結部に螺着されるとともに前記支
柱片の後縁と面一な前面を有する垂下片の上端に支柱片
の上方にのびる張出し片を設けた断面り字の基体を具え
るとともに、前記下の横枠材は、前記支柱片の下の螺結
部に螺着されるとともに前記後縁と面一な前面を有する
背片の下端に前記コンクリート板を支持する水平な受片
を設けた断面り字の基体を具えてなる家屋の袖壁構造。The present invention provides a wing wall structure for a house that forms a wing wall of a house by placing concrete plates inside a frame that is fixed to a horizontal beam and has horizontal horizontal frame members above and below a vertical vertical frame member. The vertical frame member is made of a long flat steel plate with a rectangular cross section, and includes a support piece with a long side of the rectangular cross section perpendicular to the beam, and a rear edge of the support piece facing the beam. a mounting bracket welded and screwed to the beam, and a screw portion is formed at the upper and lower parts of the support piece, while the upper horizontal frame member is
A base body having an angular cross-section, which is screwed onto the threaded portion at the top of the strut piece and has an overhang piece extending above the strut piece at the upper end of the hanging piece, which has a front surface flush with the rear edge of the strut piece. and the lower horizontal frame member is screwed into the lower threaded portion of the support piece and has a horizontal support plate at the lower end of the back piece having a front surface flush with the rear edge. A wing wall structure for a house consisting of a base with a cross-sectional shape provided with a receiving piece.
縦枠材は、矩形断面の平板鋼をその長辺を梁と直角に配
した支柱片を具えるため、枠体内に配されるコンクリー
ト板は、第９図に示す従来の構造のもののように、両側
縁に切込みを設けることなく枠体内に収容でき、組付は
能率を大巾に向上することが出来る。Since the vertical frame material includes support pieces made of flat steel plates with a rectangular cross section with their long sides perpendicular to the beams, the concrete plates placed inside the frame are similar to those of the conventional structure shown in Figure 9. , it can be accommodated in the frame without making cuts on both side edges, and the efficiency of assembly can be greatly improved.
又縦枠材は梁に、又横枠材は縦枠材にそれぞれ螺結する
構造であるため、枠体を建込み現地で形成する際に溶接
作業が不要となり、現地における施工能率を高めかつ工
期の短縮を図りうるとともに、溶接接合の場合のように
溶接歪に起因する枠体の変形がなく、組付は精度を高め
見映えを向上することが出来る。In addition, since the vertical frame members are screwed to the beams, and the horizontal frame members are screwed to the vertical frame members, welding work is not required when building the frame on-site, increasing construction efficiency on-site. Not only can the construction period be shortened, but there is no deformation of the frame due to welding distortion, unlike in the case of welded joints, and assembly accuracy can be increased and the appearance can be improved.
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.
第１〜６図において家屋の袖壁構造は、水平な′梁２に
螺結されかつ垂直な縦枠材３．３の上下に水平な上の横
枠材４、下の横枠材５を該縦枠材３と螺結することによ
り形成される枠体６内にコンクリート板７が配されるこ
とにより家屋の袖壁Ｗを形成する。In Figs. 1 to 6, the wing wall structure of a house consists of horizontal upper horizontal frame members 4 and lower horizontal frame members 5 above and below a vertical vertical frame member 3.3 which is screwed to a horizontal beam 2. A wing wall W of a house is formed by disposing a concrete plate 7 within a frame body 6 formed by screwing with the vertical frame member 3.
前記梁２は、本実施例では、第１図に示す如く、柱り間
に架設され家屋の外壁Ｗ１、Ｗｌが取付く階上の床梁Ｅ
の外側かつ該床梁Ｅと平行に配されるとともに、前記床
梁Ｅとの間で屋外廊下りを形成する廊下梁として形成さ
れる。In this embodiment, the beam 2 is, as shown in FIG.
It is arranged outside of the floor beam E and parallel to the floor beam E, and is formed as a hallway beam that forms an outdoor hallway between the floor beam E and the floor beam E.
又梁２は、ウェブ２２の上下にフランジ２３．２３を設
けたＩ型鋼であって、上のフランジ上面には前記階上の
床梁Ｅとの間に、コンクリート製の床体Ｆが架設される
。The beam 2 is an I-shaped steel with flanges 23 and 23 provided above and below the web 22, and a concrete floor body F is constructed between the upper surface of the upper flange and the floor beam E on the upper floor. Ru.
前記梁２の外側には、縦枠材３取付は用の持出し金具２
４が設けられる。On the outside of the beam 2, there is a lifting metal fitting 2 for attaching the vertical frame material 3.
4 is provided.
持出し金具２４は、第１．４図に示す如（前記梁２のウ
ェブ２２の外向き面に添着する取付片２５に一端が衝合
、固着され、梁２のフランジ２３．２３の外壁側の側縁
をこえて外に突出する張出し片２６を有する。張出し片
２６には、前記梁２のフランジ２３．２３の外側に位置
して、上方に上の受片２７を、又下方に下の受片２９を
水平に向けてそれぞれ固定している。As shown in FIG. 1.4, the bringing-out fitting 24 has one end abutted against and fixed to a mounting piece 25 attached to the outward facing surface of the web 22 of the beam 2, and attached to the outer wall side of the flange 23 of the beam 2. It has an overhanging piece 26 that protrudes outward beyond the side edge.The overhanging piece 26 has an upper receiving piece 27 located on the outside of the flange 23. The receiving pieces 29 are fixed horizontally.
持出し金具７は、前記縦枠材３と略等しい間隔を隔てて
配され、前記取付片２５とウェブ２２とをボルト止めす
ることにより梁２に螺着される。The bringing-out metal fittings 7 are arranged at approximately equal intervals to the vertical frame member 3, and are screwed onto the beam 2 by bolting the mounting pieces 25 and the webs 22 together.
縦枠材３は、長尺の支柱片９と、該支柱片９の中間位置
に配され、該支柱片９を前記持出し金具２４に固定する
ための一対の取付金具１ｏ、１１とを具える。The vertical frame member 3 includes a long support piece 9 and a pair of fittings 1o and 11 arranged at an intermediate position between the support pieces 9 and for fixing the support piece 9 to the bringing-out metal fitting 24. .
支柱片９は、矩形断面かつ長尺の平板崎がらなり、その
矩形断面の長辺を梁２と直交する向きに配している。The support piece 9 is made of a long tabagi with a rectangular cross section, and the long side of the rectangular cross section is arranged in a direction perpendicular to the beam 2.
上方に位置する上の取付金具１０は、持出し金具２４の
前記上の受片２７に載置される横片１゜Ａと、該横片１
０Ａの前縁から立上り前面が前記支柱面９の後縁に溶着
される縦片１０Ｂとを有する断面り字をなし、本実施例
では並１される複数の支柱片９．９の間を結ぶ長尺体と
して形成される。The upper mounting bracket 10 located above has a horizontal piece 1°A placed on the upper receiving piece 27 of the bringing-out metal fitting 24, and the horizontal piece 1
The vertical piece 10B rises from the front edge of the column 0A, and the front surface is welded to the rear edge of the column face 9.It has an angular cross-section and connects a plurality of column pieces 9 and 9 arranged in parallel in this embodiment. Formed as a long body.
下方に位置する下の取付金具１１は、持出し金具２４の
前記下の受片２９下面に接する横片１１Ａと該横片１１
Ａの前端から垂下しかつ前面が前記支柱片９の後縁に溶
着される縦片１１Ｂとを具え、上の取付金具１０と同様
に断面り字をなしかつ複数の支柱片９．９の間を結んで
いる。The lower mounting bracket 11 located below has a horizontal piece 11A that is in contact with the lower surface of the lower receiving piece 29 of the take-out metal fitting 24 and the horizontal piece 11A.
A vertical piece 11B that hangs down from the front end of the support piece 9 and whose front face is welded to the rear edge of the support piece 9, has a cross-section like the mounting bracket 10 above, and is located between the plurality of support pieces 9.9. is tied.
又支柱片９の上部には、該支柱片９の上縁をこえて先端
部が突出する螺軸３１が夫々溶着され、該螺軸３１．３
１によって上部の螺結部１２が形成される。Further, screw shafts 31 whose tips protrude beyond the upper edges of the support pieces 9 are respectively welded to the upper portions of the support pieces 9, and the screw shafts 31.3
1 forms an upper threaded portion 12.
前記縦枠材３は、上の取付金具１０の横片ｌＯＡと、持
出し金具２４の前記上の受片２７とをボルトを用いたボ
ルト止めにより螺着し、父上の取付金具１１の横片１１
Ａと、前記下の受片２７とを前記のごとくボルト止めす
ることにより、持出し金具２４を介して梁２に螺着され
る。The vertical frame member 3 is constructed by screwing together the horizontal piece lOA of the upper mounting bracket 10 and the upper receiving piece 27 of the bringing-out bracket 24 using bolts.
By bolting A and the lower receiving piece 27 as described above, it is screwed onto the beam 2 via the bringing-out metal fitting 24.
上の横枠材４は、前記支柱片９の後縁９ａと面一な前面
を有する垂下片１４と、該垂下片１４の上端に支柱片９
の上方にのびる張出し片１５を設けた断面り字かつ複数
の縦枠材３を跨がる長尺の基体１６を具える。The upper horizontal frame member 4 includes a hanging piece 14 having a front surface flush with the rear edge 9a of the support piece 9, and a support piece 9 at the upper end of the hanging piece 14.
It has an elongated base body 16 which has a rectangular cross-section and is provided with an overhanging piece 15 extending upwardly, and which straddles a plurality of vertical frame members 3.
父上の横枠材４は、前記張出し片１５に縦枠材４の前記
螺軸３１が通るボルト孔３２・・・と、該ボルト孔３２
．３２の間に透孔３３．３３が設けられる。My father's horizontal frame member 4 has bolt holes 32 in the overhang piece 15 through which the screw shaft 31 of the vertical frame member 4 passes, and the bolt hole 32.
．． A through hole 33.33 is provided between 32.
前記上の横枠材４は、ボルト孔３２に螺軸３１を貫通さ
せて張出し片１５を支柱片９上端に載置しかつ螺軸３１
をナツト止めすることにより、縦枠材３の上部に上の横
枠材４が蚊着される。The upper horizontal frame member 4 has the screw shaft 31 passed through the bolt hole 32, the overhang piece 15 is placed on the upper end of the support piece 9, and the screw shaft 31 is placed on the upper end of the support piece 9.
By fastening with nuts, the upper horizontal frame member 4 is attached to the upper part of the vertical frame member 3.
前記下の取付金具１１には、縦片１１Ｂの背面に配され
かつ前縁が縦片Ｌ Ｉ Ｂに溶着された接続片３５が設
けられ該接続片３５には孔３６が貫設される。The lower mounting bracket 11 is provided with a connecting piece 35 which is arranged on the back side of the vertical piece 11B and whose front edge is welded to the vertical piece L I B, and a hole 36 is provided through the connecting piece 35 .
下の横枠材５は、支柱片９の前記後縁９ａと面一な前面
を有する背片１７の下端に前方に向かって突出する水平
な受片１８を設けた断面り字の長尺な基体１９を具える
。The lower horizontal frame member 5 has an elongated cross-section with a horizontal receiving piece 18 protruding forward at the lower end of a back piece 17 having a front surface flush with the rear edge 9a of the support piece 9. A base body 19 is provided.
父上の横枠材５には、第３図に示すごとく背片１７の背
面から梁２と直角に配されかつ透孔３７を穿設した連結
片３９を溶着してなる連結金具４０が付設される。A connecting fitting 40 is attached to the father's horizontal frame member 5, as shown in FIG. Ru.
前記支柱片９と下の横枠材５とは、接続片３５と連結片
３９とを重ね合わせかつ前記孔３６、透孔３７をともに
挿通するボルト４１を用いてボルト止めすることにより
螺着され、支柱片９の下端には、下の取付金具１１と前
記接続片３５とがなす下部の螺結部１３が形成される。The support piece 9 and the lower horizontal frame member 5 are screwed together by overlapping the connecting piece 35 and the connecting piece 39 and bolting them using bolts 41 that pass through both the holes 36 and the through holes 37. A lower threaded portion 13 formed between the lower mounting bracket 11 and the connection piece 35 is formed at the lower end of the support piece 9 .
このように複数の縦枠材３−・−と、上、下の横枠材４
．５とによって枠体６が形成されるとともに枠体６内に
はコンクリート板７が配設される。In this way, a plurality of vertical frame members 3-- and upper and lower horizontal frame members 4 are connected.
．． A frame body 6 is formed by the frame body 5 and a concrete plate 7 is disposed within the frame body 6.
コンクリート板７は、矩形平板状をなし、２本の支柱片
９．９、上の横枠材５の張出し片１５及び下の横枠材６
の受片１８によって囲まれる空間内に挿入され、かつ前
記受片１８上に載置されるとともに、背面７ａは、上の
横枠材５の前記垂下片１４及び下の横枠材６の前記背片
１７に夫々当接する。The concrete plate 7 has a rectangular flat plate shape, and includes two support pieces 9, 9, an overhang piece 15 of the upper horizontal frame member 5, and a lower horizontal frame member 6.
The back surface 7a is inserted into a space surrounded by the receiving piece 18 and placed on the receiving piece 18, and the back surface 7a is inserted into the space surrounded by the receiving piece 18 of the upper horizontal frame member 5 and the lower horizontal frame member 6. They abut on the back pieces 17, respectively.
又コンクリート板７は、その上部を止め金具４３を用い
て上の横枠材４に、又下部を下の止め金具４５を用いて
夫々固定される。Further, the concrete plate 7 is fixed at its upper part to the upper horizontal frame member 4 using a fastener 43 and at its lower part using a lower fastener 45.
止め金具４３は、第１．６図に示す如く枠体６内に配さ
れるコンクリート板７の前面７ｂで垂下する止め片４７
の上端に取付孔４９を有する固定片５０を設けている。The stopper 43 is a stopper piece 47 that hangs down from the front surface 7b of the concrete plate 7 placed inside the frame 6, as shown in FIG. 1.6.
A fixing piece 50 having a mounting hole 49 is provided at the upper end.
止め金具４３は、前記止め片４７をコンクリート板７の
前面７ｂに沿わせつつ固定片５０を上の横枠材４の前記
張出し片１５の下面に添着しかつ透孔３３、取付孔４９
をともに挿通するボルト４８を用いて上の横枠材４に螺
着することにより、コンクリート板７の上部は、止め金
具４３を介して上の横枠材４に固定される。The stopper 43 is constructed by attaching the fixing piece 50 to the lower surface of the overhanging piece 15 of the upper horizontal frame member 4 while aligning the stopper piece 47 along the front surface 7b of the concrete plate 7, and attaching the fixing piece 50 to the lower surface of the overhanging piece 15 of the upper horizontal frame member 4.
The upper part of the concrete plate 7 is fixed to the upper horizontal frame member 4 via the fasteners 43 by screwing it onto the upper horizontal frame member 4 using the bolts 48 that are inserted through both.
コンクリート板７の下部にはボルト５２挿入用の孔５３
．５３が穿設され、又コンクリート板７内部には該孔５
３と同志にネジ孔５４を穿設したナツト片５５が埋設さ
れる。Holes 53 for inserting bolts 52 are provided at the bottom of the concrete plate 7.
．． A hole 53 is drilled inside the concrete plate 7.
A nut piece 55 having a screw hole 54 drilled therein is embedded in the nut piece 3 .
下の止め金具４５は、第１．５図に示す如く前記ボルト
５２が挿通する孔部を有しかつボルト５２による蝶着に
よりコンクリート板７の背面７ａに添着、固定される添
着片５６と、該添着片５６の下端から外向き面が前記背
面７ａとの間に下の横枠材５の前記背片１７の厚みと略
等しい隙間を隔てて前記背面７ａと向き合う係止片５７
とを有する稲妻状をなす。The lower fastener 45 has a hole through which the bolt 52 is inserted, as shown in FIG. 1.5, and has an attachment piece 56 attached and fixed to the back surface 7a of the concrete plate 7 by the hinge of the bolt 52. A locking piece 57 whose outward surface faces the back surface 7a from the lower end of the attachment piece 56 faces the back surface 7a with a gap substantially equal to the thickness of the back surface 17 of the lower horizontal frame member 5.
It is shaped like a lightning bolt.
コンクリート板７の下部は、前記下の横枠材５の背片１
７にその背面７ａを沿わせるとともに、背片１７を前記
背面７ａと下の止め金具４５の前記係止片５７との間の
隙間に挿入しかつボルト５２を本締めすることにより、
コンクリート板７の下部は、下の止め金具４５を介して
下の横枠材５に螺着される。The lower part of the concrete plate 7 is connected to the back piece 1 of the lower horizontal frame member 5.
7, insert the back piece 17 into the gap between the back side 7a and the locking piece 57 of the lower stopper 45, and fully tighten the bolt 52.
The lower part of the concrete plate 7 is screwed to the lower horizontal frame member 5 via the lower fasteners 45.
第７図にコンクリート板７上部の上の横枠材４への螺着
する他の例を示す。FIG. 7 shows another example of screwing onto the horizontal frame member 4 above the upper part of the concrete plate 7.
本例では、コンクリート板７の上部において下部と同様
にボルト５２挿入用の孔５３とネジ孔５４とを設けると
ともに、止め金具４３Ａは、前記下の止め金具４５と上
下逆の位置に添着片５６と係止片５７とを設けている。In this example, holes 53 for inserting bolts 52 and screw holes 54 are provided in the upper part of the concrete plate 7 in the same way as in the lower part, and the fastening fittings 43A are provided with attachment pieces 56 in the upside-down position of the lower fastening fittings 45. and a locking piece 57 are provided.
従ってコンクリート！７の上部は、上の横枠材４の垂下
片１４にその背面７ａを沿わせるとともに、垂下片１４
を前記背面７ａと止め金具４３Ａの係止片５７との間の
隙間に挿入しかつボルト５２を本締めすることにより、
コンクリート板７の上部は止め金具４３Ａを介して上の
横枠材４に螺着することができる。Hence concrete! The upper part of 7 has its back surface 7a along the hanging piece 14 of the upper horizontal frame member 4, and the hanging piece 14
By inserting into the gap between the back surface 7a and the locking piece 57 of the stopper 43A and fully tightening the bolt 52,
The upper part of the concrete plate 7 can be screwed onto the upper horizontal frame member 4 via the fasteners 43A.
このように本発明の家屋の袖壁構造は種々な態様のもの
に変形できる。In this way, the wing wall structure of a house according to the present invention can be modified into various forms.
叙上のごとく本発明の家屋の袖壁構造は、平板鋼からな
る支柱片を有する縦枠材と、上、下の横枠材とによりコ
ンクリート板が配される枠体を形成するとともに、縦枠
材と梁、縦枠材と上、下の横枠材とをともに螺着するこ
とを要旨とするため、コンクリート板は、従来の構造の
もののように施工現地において切込みを設けることなく
枠体内に収容でき、組付は能率を大巾に向上しうる。As described above, the wing wall structure of a house according to the present invention includes a vertical frame member having support pieces made of flat plate steel, and upper and lower horizontal frame members to form a frame body on which a concrete plate is placed. The idea is to screw together the frame material and the beam, and the vertical frame material and the upper and lower horizontal frame materials, so the concrete plate can be inserted into the frame without making cuts at the construction site unlike in conventional structures. It can be accommodated in a large amount of space, and assembly efficiency can be greatly improved.
又袖壁形成に際して建込み現地における溶接作業が不要
となり、施工能率を高め工期の短縮を図りうるとともに
、枠体は溶接接合の場合のように溶接歪に起因する変形
がなく、組付は精度を高め見映えを向上しうる。In addition, welding work at the construction site is not required when forming the wing walls, increasing construction efficiency and shortening the construction period.The frame body is not deformed due to welding distortion as in the case of welded joints, and the assembly is accurate. It can enhance the appearance and improve the appearance.
第１図は本発明の一実施例を示す断面図、第２図はその
要部を示す分解斜視図、第３図は下の螺結部と下の横枠
材との接続部分を示す斜視図、第４図は持出し金具を示
す斜視図、第５図は下の止め金具を示す斜視図、第６図
は止め金具を示す斜視図、第７図は他の例を示す断面図
、第８図は従来技術を示す斜視図、第９図はそのコンク
リート板の横方向断面を示す断面図である。
２・・・梁、 ３−・−縦枠材、 ４・・・上の横枠材
、５・−下の横枠材、 ６・−枠体、
７−・−コンクリート板、 ９−支柱片、１０−・上
の取付金具、 １１−・・下の取付金具、１２・−・
−上部の螺結部、 １３−下部の螺結部、１４・・−
垂下片、 １５−張出し片、 １６−基体、１７−
背片、 １８・・・受片、 １９−基体、４３．４
３Ａ・−止め金具、 ４７−・止め片、５〇−固定片
、 Ｗ−袖壁。
特許出願人 ナシコナル住宅産業株式会社代理人
弁理士 苗 村 正第３
図
第６図
信フ２Fig. 1 is a sectional view showing one embodiment of the present invention, Fig. 2 is an exploded perspective view showing the main parts thereof, and Fig. 3 is a perspective view showing the connecting part between the lower threaded part and the lower horizontal frame member. FIG. 4 is a perspective view showing the lifting metal fitting, FIG. FIG. 8 is a perspective view showing the prior art, and FIG. 9 is a sectional view showing a transverse section of the concrete plate. 2...Beam, 3--Vertical frame material, 4--Upper horizontal frame material, 5--Lower horizontal frame material, 6--Frame, 7--Concrete plate, 9- Support piece , 10-・Top mounting bracket, 11-・Bottom mounting bracket, 12・-・
- Upper threaded part, 13 - Lower threaded part, 14...-
hanging piece, 15- overhanging piece, 16- base, 17-
spine piece, 18... receiving piece, 19-base, 43.4
3A--stopping metal fitting, 47--stopping piece, 50-fixing piece, W-sleeve wall. Patent Applicant Nasikonal Housing Industry Co., Ltd. Agent Patent Attorney Masaru Naemura 3 Figure 6 Figure 2
Claims (1)
な横枠材を設けた枠体内にコンクリート板が配されるこ
とにより家屋の袖壁を形成する家屋の袖壁構造であって
、前記縦枠材は、矩形断面かつ長尺の平板鋼からなると
ともに、前記矩形断面の長辺を前記梁と直角に配した支
柱片と、前記梁に向く支柱片の後縁に溶着されかつ梁に
螺結される取付金具とを有しかつ前記支柱片の上部、下
部に螺結部を形成する一方、前記上の横枠材は、支柱片
の上部の前記螺結部に螺着されるとともに前記支柱片の
後縁と面一な前面を有する垂下片の上端に支柱片の上方
にのびる張出し片を設けた断面Ｌ字の基体を具えるとと
もに、前記下の横枠材は、前記支柱片の下の螺結部に螺
着されるとともに前記後縁と面一な前面を有する背片の
下端に前記コンクリート板を支持する水平な受片を設け
た断面Ｌ字の基体を具えてなる家屋の袖壁構造。 ２ 前記上の横枠材は、前記張出し片に前記枠体に配さ
れるコンクリート板の前面で垂下する止め片の上端に後
方にのびる固定片を設けた止め金具の前記固定片を螺着
することを特徴とする請求項１記載の家屋の袖壁構造。[Scope of Claims] 1. A house in which a concrete plate is placed inside a frame fixed to a horizontal beam and having horizontal horizontal frame members above and below a vertical vertical frame member to form the side walls of the house. In the wing wall structure, the vertical frame member is made of a long flat steel plate with a rectangular cross section, and includes a support piece with a long side of the rectangular cross section perpendicular to the beam, and a support piece facing the beam. The upper horizontal frame member has a mounting bracket welded to the rear edge and screwed to the beam, and has threaded parts formed at the upper and lower parts of the support piece, while the upper horizontal frame member A base body having an L-shaped cross section, which is screwed onto the knot and has an overhanging piece extending above the support piece at the upper end of the hanging piece having a front surface flush with the rear edge of the support piece; The horizontal frame member has a cross section L, which is screwed into the threaded portion under the support piece and has a horizontal support piece supporting the concrete plate at the lower end of the back piece having a front surface flush with the rear edge. A side wall structure of a house consisting of a character-shaped base. 2. The upper horizontal frame member is screwed to the overhanging piece with a fixing piece of a stopper that is provided with a fixing piece extending rearward from the upper end of a stopper piece that hangs down in front of the concrete plate arranged on the frame body. The wing wall structure of a house according to claim 1, characterized in that:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12633990A JPH0420627A (en) | 1990-05-15 | 1990-05-15 | Side wall structure for housing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12633990A JPH0420627A (en) | 1990-05-15 | 1990-05-15 | Side wall structure for housing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0420627A true JPH0420627A (en) | 1992-01-24 |
Family
ID=14932728
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12633990A Pending JPH0420627A (en) | 1990-05-15 | 1990-05-15 | Side wall structure for housing |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0420627A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002230870A (en) * | 2001-01-29 | 2002-08-16 | Sony Corp | Tape drive unit |
| CN111321808A (en) * | 2018-12-14 | 2020-06-23 | 上海宝钢建筑工程设计有限公司 | Fast assembly's full assembled steel house room system |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0234603B2 (en) * | 1981-02-12 | 1990-08-06 | Hitachi Maxell |
-
1990
- 1990-05-15 JP JP12633990A patent/JPH0420627A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0234603B2 (en) * | 1981-02-12 | 1990-08-06 | Hitachi Maxell |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002230870A (en) * | 2001-01-29 | 2002-08-16 | Sony Corp | Tape drive unit |
| CN111321808A (en) * | 2018-12-14 | 2020-06-23 | 上海宝钢建筑工程设计有限公司 | Fast assembly's full assembled steel house room system |
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