JPH0449328Y2 - - Google Patents

Info

Publication number
JPH0449328Y2
JPH0449328Y2 JP1985056956U JP5695685U JPH0449328Y2 JP H0449328 Y2 JPH0449328 Y2 JP H0449328Y2 JP 1985056956 U JP1985056956 U JP 1985056956U JP 5695685 U JP5695685 U JP 5695685U JP H0449328 Y2 JPH0449328 Y2 JP H0449328Y2
Authority
JP
Japan
Prior art keywords
frame
extension
existing building
building
independent
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
Application number
JP1985056956U
Other languages
Japanese (ja)
Other versions
JPS61173655U (en
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 filed Critical
Priority to JP1985056956U priority Critical patent/JPH0449328Y2/ja
Publication of JPS61173655U publication Critical patent/JPS61173655U/ja
Application granted granted Critical
Publication of JPH0449328Y2 publication Critical patent/JPH0449328Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Working Measures On Existing Buildindgs (AREA)

Description

【考案の詳細な説明】 産業上の利用分野 この考案は、1階建の建物を2階建に増築する
ための増築構造に関するものである。
[Detailed description of the invention] Industrial field of application This invention relates to an extension structure for extending a one-story building to two stories.

従来の技術 1階建の建物を2階建に増築する場合、既存建
物の上に重ねて2階部分を構築し、該既存建物に
よつてこの増築部分を支持するのが一般である。
BACKGROUND TECHNOLOGY When extending a one-story building to a two-story building, it is common to build a second-story part on top of an existing building and support this added part by the existing building.

しかしながら、このような建築物では、既存建
物の構造が増築部分まで支持できるような強度を
確保されておらず、そのため、既存建物の大幅な
構造変更を行なわなければならず、かつ、増築コ
ストが嵩み、しかも、既存建物の大幅な解体が必
要であるため、居住者の生活を維持しながら増築
工事を行なうことができない欠点がある。そこ
で、既存建物とは独立した重量鉄骨の架台を建築
して、この架台上に2階の建物を構築することが
考えられている(特開昭52−9936号公報)。
However, in such buildings, the structure of the existing building is not strong enough to support the extension, which requires major structural changes to the existing building and increases the cost of the extension. Since it is bulky and requires extensive demolition of the existing building, it has the disadvantage that it is not possible to carry out extension work while maintaining the lives of residents. Therefore, it has been considered to construct a heavy steel frame independent of the existing building and construct a two-story building on this frame (Japanese Patent Laid-Open Publication No. 52-9936).

考案が解決しようとする問題点 上記のように、既存建物と全く独立した架台を
介して増築部分を支持することによつて、既存建
物は屋根を取り除く程度の簡単な工事で、増築工
事を行なうことができ、工事が容易となる利点が
ある。しかしながら、従来においては、増築部の
外壁と既存建物の外壁が連続するように接続され
てなく、いかにも増築したような外観となり、外
観が損なわれるという欠点があつた。
Problems that the invention aims to solve As mentioned above, by supporting the extension part through a frame that is completely independent of the existing building, the extension work can be carried out on the existing building with as simple as removing the roof. This has the advantage of making construction easier. However, in the past, the exterior wall of the extension and the exterior wall of the existing building were not connected in a continuous manner, resulting in an appearance that looked like an extension, which impaired the exterior appearance.

この考案は、かかる従来の欠点を解消すること
を目的としている。
This invention aims to eliminate such conventional drawbacks.

問題点を解決するための手段 このような目的を達成するため、この考案で
は、既存建物を囲むようにして柱と梁とからなる
鉄骨の架台を構築し、この架台上に増築部を独立
して構築した建築物において、前記梁へ取付け金
具を介して取付けた外装パネルの下端を下方へ垂
下させて、その下端と既存建物の外壁との間にま
たがつて取付けた野縁の下面に、軒裏板を張り付
けて、前記増築部の外壁と既存建物の外壁を接続
したことを特徴とする。
Means to Solve the Problems In order to achieve these objectives, this idea involves constructing a steel frame made of columns and beams to surround the existing building, and constructing an extension independently on this frame. In a building that has been installed, the lower end of the exterior panel attached to the beam via the mounting bracket is suspended downward, and a soffit is installed on the underside of the soffit installed between the lower end and the exterior wall of the existing building. It is characterized in that the outer wall of the extension part and the outer wall of the existing building are connected by pasting boards.

実施例 以下、この考案の構成を図示の実施例に基づい
て説明すると、第1図において、1は平屋建ての
既存建物であり、この既存建物1を跨ぐようにし
て鉄骨架台2を構築し、この鉄骨架台2上に増築
部3を構築するものである。この場合、鉄骨架台
2は、第2図でも示すように、既存建物1とは独
立した独立柱4と、該独立柱4上に渡した梁5と
からなるが、上記独立柱4を支持するための基礎
6を、既存建物1の基礎7とは別に構築し、この
基礎7上に前記架台を構築するものである。な
お、この鉄骨架台2の構築に際しては、既存建物
1の屋根は解体するが、その他の部分は略もとの
ままの状態であり、従つて、居住者は現在の生活
をそのまま維持することができる。
Embodiment Hereinafter, the configuration of this invention will be explained based on the illustrated embodiment. In FIG. 1, 1 is an existing one-story building, and a steel frame 2 is constructed so as to straddle this existing building 1. An extension section 3 is constructed on this steel frame frame 2. In this case, as shown in FIG. 2, the steel frame frame 2 consists of an independent column 4 that is independent of the existing building 1, and a beam 5 that extends over the independent column 4. A foundation 6 is constructed separately from the foundation 7 of the existing building 1, and the pedestal is constructed on this foundation 7. In addition, when constructing this steel frame frame 2, the roof of the existing building 1 will be demolished, but other parts will remain almost as they were, so residents will be able to maintain their current lives as they are. can.

第3図及び第4図は、上記鉄骨架台2の全体構
造を示している。このように、前記基礎6上に立
設された4本の独立柱4,4…が、前記既存建物
1を跨ぐようにして取付けられる。また、8,8
は、増築部を支持しないで1階部分を拡張させる
ための拡張用独立柱であり、この独立柱8,8
は、前記2階支持用独立柱4,4よりも拡張方向
に張り出して、同じく既存建物とは独立して構築
した基礎6上に取付けられる。2階支持用独立柱
4,4…には、その上端部に接合部材9,9…が
固着されており、各独立柱4,4間には、そのX
方向にはラーメン梁10,10が取付けられ、Y
方向に対しては、横方向梁11,11が接合して
渡されている。また、ラーメン梁10,10の中
間部間には、前記横方向梁11と平行方向の中梁
12が接合して渡され、更に、この中梁12と横
方向梁11,11間の中間部間に梁繋ぎ材13が
接合して渡されている。また、前記拡張部分の独
立柱8,8間にも梁14が接合して渡され、か
つ、この独立柱8,8と前記2階支持用独立柱
4,4との間に、葺降ろし梁15が斜め方向に渡
されている。更に、前記ラーメン梁10と拡張部
の梁14との間にももう1つの葺降ろし梁16が
渡され、これらの葺き降ろし梁15,15,16
の先端には、軒梁17,17,17が突出してい
る。
3 and 4 show the overall structure of the steel frame frame 2. As shown in FIG. In this way, the four independent columns 4, 4, . . . erected on the foundation 6 are installed so as to straddle the existing building 1. Also, 8,8
is an independent column for expansion to expand the first floor without supporting the extension, and these independent columns 8, 8
is installed on a foundation 6 that extends in the expansion direction beyond the second floor supporting independent columns 4, 4 and is also constructed independently of the existing building. Joining members 9, 9... are fixed to the upper ends of the independent columns 4, 4... for supporting the second floor, and the X
Ramen beams 10, 10 are installed in the Y direction.
In the direction, the transverse beams 11, 11 are joined and spanned. Further, a middle beam 12 in the parallel direction to the horizontal beam 11 is connected to and passed between the intermediate parts of the rigid frame beams 10, 10, and further, an intermediate part between the middle beam 12 and the horizontal beams 11, 11 is provided. A beam connecting material 13 is joined and passed between them. In addition, a beam 14 is also connected and passed between the independent columns 8, 8 of the expanded portion, and a roofing beam is provided between the independent columns 8, 8 and the independent columns 4, 4 for supporting the second floor. 15 is passed diagonally. Furthermore, another roofing beam 16 is passed between the rigid frame beam 10 and the beam 14 of the expansion section, and these roofing beams 15, 15, 16
At the tips of the eave beams 17, 17, 17 protrude.

第4図において、X方向のラーメン梁10,1
0は、何れも独立柱4,4に対して剛節接合さ
れ、他方、Y方向の横方向梁11,11は何れも
ピン接合であつて、このY方向の水平力に対して
は、拡張部の独立柱8と2階支持用独立柱4との
間において、これらの独立柱8,4と、拡張部の
独立柱8上端部と2階支持用独立柱4との間に渡
した水平梁18とによつて囲まれる空間部分に、
X形のブレース19を設けて支持するようにした
耐力壁41構造としている。上記、各梁10,1
1…等は何れもH形鋼等からなる軽量形鋼であつ
て、それゆえ、重量鉄骨を用いる場合に比較し
て、軽量で遥かに作業性が良好である。。
In FIG. 4, rigid frame beams 10, 1 in the X direction
0 is rigidly connected to the independent columns 4, 4, and on the other hand, the horizontal beams 11, 11 in the Y direction are all pin connected, and the horizontal force in the Y direction is affected by expansion. Between the independent column 8 of the section and the independent column 4 for supporting the second floor, the horizontal line passed between these independent columns 8, 4 and the upper end of the independent column 8 of the extension section and the independent column 4 for supporting the second floor. In the space surrounded by the beam 18,
The load-bearing wall 41 has a structure in which an X-shaped brace 19 is provided for support. Above, each beam 10,1
1, etc. are all lightweight steel sections made of H-beam steel or the like, and are therefore lighter and much more workable than when heavy steel frames are used. .

また、2階支持用独立柱4,4…上端部におい
て、ラーメン梁10,10及び横方向梁11,1
1、更に、中梁12及び梁繋ぎ材13によつて囲
まれる水平方向の空間部には、X形に配置したブ
レース20,20…が取付けられ、更に、拡張部
分における梁14と前記の1つのラーメン梁10
及び、各葺降ろし梁15,15,16によつて囲
まれる空間部にもX形に配置したブレース20,
20…が設けられている。
In addition, at the upper end of the independent pillars 4, 4 for supporting the second floor, rigid frame beams 10, 10 and horizontal beams 11, 1
1. Furthermore, braces 20, 20... arranged in an X shape are attached to the horizontal space surrounded by the middle beam 12 and the beam connecting material 13, and Two ramen beams 10
And braces 20 arranged in an X shape also in the space surrounded by each roof lowering beam 15, 15, 16,
20... are provided.

第5図は、上記ラーメン梁10と独立柱4との
接合構造を示したものであつて、独立柱4上端の
接合部材9には、H形鋼からなる接合梁21が突
出しており、この接合梁21と同じくH形鋼から
なるラーメン梁10の端部間に、各々のフランジ
22及びウエブ23を跨ぐようにして接合プレー
ト24,25,26を取付け、これらの接合プレ
ート24,25,26を夫々接合梁21及びラー
メン梁10へボルトによつて固着して剛節接合す
る。
FIG. 5 shows a joint structure between the rigid frame beam 10 and the independent column 4. A connecting beam 21 made of H-shaped steel protrudes from the connecting member 9 at the upper end of the independent column 4. Joint plates 24, 25, 26 are attached between the ends of the rigid frame beam 10 made of H-shaped steel like the joint beam 21 so as to straddle each flange 22 and web 23. are fixed to the joint beam 21 and the rigid frame beam 10 with bolts, respectively, and are rigidly jointed.

第6図は、横方向梁11と独立柱4との接合構
造を示したものであつて、横方向梁11の端部に
T字形の接合プレート27を突設させ、この接合
プレー27をボルトによつて前記独立柱4上端の
接合部材9へ固定するようにしており、この接合
構造は、構造的にはピン接合である。
FIG. 6 shows a joint structure between a horizontal beam 11 and an independent column 4, in which a T-shaped joint plate 27 is provided protruding from the end of the horizontal beam 11, and this joint plate 27 is connected with bolts. It is fixed to the joint member 9 at the upper end of the independent column 4 by means of a pin joint structure.

上記のようにして構築された鉄骨架台2上に
は、第7図の如く、軸組28及び該軸組28の外
側に取付けられる外壁パネル29からなる2階用
の増築部3が構築される。30は、既存建物の外
壁パネル、31は同じく既存建物の軸組、32は
該軸組31上に取付けた既存建物の梁であるが、
この図でわかるように、既存建物の梁32と前記
2階構築部の梁10とは相互に全く接続されてな
く、両者間には隙間を有している。このようにし
て構築された2階増築部3の下方には、前記ラー
メン梁10の外側に取付け金具32を介して外装
パネル33が取付けられる。この外装パネル33
の下端と前記既存建物1の外装パネル30上端部
とに跨つて野縁34が渡され、この野縁34の下
面に軒裏板35が張り付けられ、これによつて、
2階の外装部と1階の外装部とが、外装パネル3
3及び軒裏板35からなる外装部材によつて接続
されている。図中36は、増築部3における外壁
パネル29と外装パネル33との間の隙間を覆う
水切り板である。また、第8図の如く、前記葺降
ろし梁15の上面には、葺降ろし屋根37が取付
けられ、かつ、この拡張部分の外壁は、前記既存
建物1の外壁にそのまま連続するように接続され
る。
On the steel frame frame 2 constructed as described above, as shown in FIG. 7, an extension part 3 for the second floor consisting of a framework 28 and an external wall panel 29 attached to the outside of the framework 28 is constructed. . 30 is an exterior wall panel of an existing building, 31 is a frame of the existing building, and 32 is a beam of the existing building installed on the frame 31.
As can be seen from this figure, the beam 32 of the existing building and the beam 10 of the second floor construction section are not connected to each other at all, and there is a gap between them. An exterior panel 33 is attached to the outside of the rigid-frame beam 10 via attachment fittings 32 below the second floor extension 3 constructed in this way. This exterior panel 33
A field edge 34 is extended across the lower end of the roof and the upper end of the exterior panel 30 of the existing building 1, and an eave soffit board 35 is pasted to the lower surface of this field edge 34, whereby,
The exterior part on the second floor and the exterior part on the first floor are exterior panel 3.
3 and an exterior member consisting of an eave soffit board 35. In the figure, 36 is a draining plate that covers the gap between the outer wall panel 29 and the exterior panel 33 in the extension part 3. Further, as shown in FIG. 8, a lower roof 37 is attached to the upper surface of the lower roof beam 15, and the outer wall of this expanded portion is connected to the outer wall of the existing building 1 so as to be continuous with the outer wall of the existing building 1. .

第8図は、増築完了の状態を示しており、この
図で示すように、一部の独立柱4は外部に露出す
るが、その他の部分は総て外部に露出することな
く、既存建物1とは完全に独立された構造であり
ながら一体に構築されたかのような秀れた外観を
有している。なお、図中38は、増築部3の外方
に突出するバルコニーを示している。勿論、この
第8図で示すように、2階増築部3は屋根トラス
40(第1図)が取付けられ、該屋根トラス上に
屋根材39が取付けられる。
Figure 8 shows the state of the completed extension.As shown in this figure, some of the independent columns 4 are exposed to the outside, but all other parts are not exposed to the outside, and the existing building Although it is a completely independent structure, it has an outstanding appearance as if it were built as one. In addition, numeral 38 in the figure indicates a balcony projecting outward from the extension part 3. Of course, as shown in FIG. 8, the roof truss 40 (FIG. 1) is attached to the second floor extension 3, and the roof material 39 is attached on the roof truss.

考案の効果 このように、この考案では、架台上に構築され
る増築部の架台の梁に取付けた外装材の下端を垂
下させ、その下端と既存建物の外壁との間に、野
縁を介して軒裏板を取付けているから、増築部の
外壁と既存建物の外壁が、それら外装材と軒裏板
を介して接続され、このような鉄骨架台を用いる
構造でありながら、外観に優れた増築建物を得る
ことができるという効果がある。
Effects of the invention As described above, in this invention, the lower end of the exterior material attached to the beam of the pedestal of the extension part built on the pedestal is suspended, and a field edge is provided between the lower end and the outer wall of the existing building. Since the soffit board is attached to the soffit board, the exterior wall of the extension and the exterior wall of the existing building are connected via the exterior material and the soffit board, and even though the structure uses such a steel frame frame, it has an excellent appearance. This has the effect of allowing you to obtain additional buildings.

なお、この考案の実施例で示すように、架台2
の各梁10,11…等をH形鋼等の軽量形鋼によ
つて構築すれば、重量鉄骨を用いたものに比較し
て軽量であるため作業性が良好であり、そのため
クレーン車等の大型機械が不要となり、このよう
なクレー車の入ることができないような敷地でも
施工できる効果が得られる。更に、上記鉄骨架台
2は、総て向上によつて生産することができるの
で、高品質で雨漏り等の虞れの極めて少ない構造
とすることができる。
In addition, as shown in the embodiment of this invention, the frame 2
If the beams 10, 11, etc. of This eliminates the need for large machinery, making it possible to carry out construction work even on sites where clay trucks cannot enter. Furthermore, since the steel frame frame 2 can be manufactured by improving the structure, it can be of high quality and have a structure with extremely little risk of leakage.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案実施例を示す全体の概略側面
図、第2図は独立柱の配置位置を示す概略平面
図、第3図は鉄骨架台の全体側面図、第4図は同
じく斜視図、第5図はラーメン梁の接合構造を示
す要部の分解斜視図、第6図は同じく横方向梁の
接合構造を示す要部の分解斜視図、第7図は外装
部材の取付け構造を示す要部縦断面図、第8図は
施工完了後の状態を示す全体正面図である。 1……既存建物、2……鉄骨架台、3……増築
部、10……ラーメン梁、11……横方向梁、3
2……支持金具、33……外装パネル、34……
野縁、35……軒裏板、41……耐力壁。
Fig. 1 is an overall schematic side view showing an embodiment of the present invention, Fig. 2 is a schematic plan view showing the arrangement positions of independent columns, Fig. 3 is an overall side view of the steel frame frame, and Fig. 4 is a perspective view as well. Figure 5 is an exploded perspective view of the main parts showing the joint structure of rigid frame beams, Figure 6 is an exploded perspective view of the main parts showing the joint structure of horizontal beams, and Figure 7 is the main parts showing the mounting structure of the exterior member. FIG. 8 is an overall front view showing the state after construction is completed. 1...Existing building, 2...Steel frame frame, 3...Additional part, 10...Ramen beam, 11...Horizontal beam, 3
2...Supporting metal fittings, 33...Exterior panel, 34...
Verge, 35... Soffit board, 41... Load-bearing wall.

Claims (1)

【実用新案登録請求の範囲】 1 既存建物を囲むようにして柱と梁とからなる
鉄骨の架台を構築し、この架台上に増築部を独
立して構築した建築物において、前記梁へ取付
け金具を介して取付けた外装パネルの下端を下
方へ垂下させて、その下端と既存建物の外壁と
の間にまたがつて取付けた野縁の下面に、軒裏
板を張りつけて、前記増築部の外壁と既存建物
の外壁を接続したことを特徴とする建物の増築
構造。 2 鉄骨架台が軽量形鋼からなり、かつ、X方向
をラーメンとし、Y方向を耐力壁を用いたピン
構造とした実用新案登録請求の範囲第1項記載
の建物の増築構造。
[Scope of Claim for Utility Model Registration] 1. In a building in which a steel frame consisting of columns and beams is constructed to surround an existing building, and an extension is constructed independently on this frame, an extension part is constructed independently on the frame, and the construction is made by attaching the beam to the beam via a mounting bracket. The lower end of the exterior panel installed in A building extension structure characterized by connecting the outer walls of a building. 2. The building extension structure according to claim 1, in which the steel frame frame is made of lightweight section steel, and has a pin structure with a rigid frame in the X direction and a load-bearing wall in the Y direction.
JP1985056956U 1985-04-16 1985-04-16 Expired JPH0449328Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985056956U JPH0449328Y2 (en) 1985-04-16 1985-04-16

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985056956U JPH0449328Y2 (en) 1985-04-16 1985-04-16

Publications (2)

Publication Number Publication Date
JPS61173655U JPS61173655U (en) 1986-10-29
JPH0449328Y2 true JPH0449328Y2 (en) 1992-11-19

Family

ID=30581047

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985056956U Expired JPH0449328Y2 (en) 1985-04-16 1985-04-16

Country Status (1)

Country Link
JP (1) JPH0449328Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS529936A (en) * 1975-07-14 1977-01-25 Eidai Co Ltd Method of building additional one floor to ground floor

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS529936A (en) * 1975-07-14 1977-01-25 Eidai Co Ltd Method of building additional one floor to ground floor

Also Published As

Publication number Publication date
JPS61173655U (en) 1986-10-29

Similar Documents

Publication Publication Date Title
KR100536547B1 (en) Frame structure of low-rise building
JPH02504533A (en) building buildings
JPH0449328Y2 (en)
JP2003147852A (en) Framework construction for low rise building
JPH09328860A (en) Roof structural body and roof construction method
JPH01315541A (en) Roof truss
JP3657432B2 (en) Roof roof structure and construction method
JP3843161B2 (en) Piloti
JP3930084B2 (en) Roof unit
JP3269936B2 (en) Unit building
JPH0454016B2 (en)
JPH1193272A (en) Building unit
JP2547898B2 (en) Building unit eaves mounting structure
JP2530705B2 (en) Yard roof unit
JP2719076B2 (en) Building roof and construction method
JPS6217527Y2 (en)
JP2529374B2 (en) Roof unit
JP3305698B2 (en) Purlin girder structure
JP2657043B2 (en) House frame
JP3031043U (en) L type unit building material for lightweight steel structures
JPH0326169Y2 (en)
JPH0598703A (en) Multilayer rc core wall structure and construction method thereof
JPH0711729A (en) Roof truss structure of mansard roof and construction
JP2958274B2 (en) Structure of house attachment
JP2504476Y2 (en) Handrail wall mounting structure