JPS63197744A - Construction method for increasing yield wall - Google Patents
Construction method for increasing yield wallInfo
- Publication number
- JPS63197744A JPS63197744A JP2877787A JP2877787A JPS63197744A JP S63197744 A JPS63197744 A JP S63197744A JP 2877787 A JP2877787 A JP 2877787A JP 2877787 A JP2877787 A JP 2877787A JP S63197744 A JPS63197744 A JP S63197744A
- Authority
- JP
- Japan
- Prior art keywords
- frame
- brace
- construction method
- horizontal
- center
- 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 title claims description 12
- 238000005553 drilling Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 description 7
- 238000000034 method Methods 0.000 description 5
- 238000003466 welding Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
産業上の利用分野
この発明は、特に鉄骨の軸組とパネルを用いた工業化プ
レハブ住宅において、耐力構造となっていない既設の軸
組を耐力壁に改造するための工法に関する。[Detailed Description of the Invention] Industrial Application Field This invention is a construction method for converting an existing frame, which is not a load-bearing structure, into a load-bearing wall, especially in an industrialized prefabricated house using a steel frame and panels. Regarding.
従来の技術
例えば、1階建ての建物に2階を増築する場合、新たに
耐力壁を増設することが必要となる。BACKGROUND ART For example, when adding a second floor to a one-story building, it is necessary to add a new load-bearing wall.
このような場合、従来では、外壁パネル等の外装材を取
り外したのち、更に改造しようとする部分の軸組を外し
て、耐力壁構造の新たな軸組と交換していた。また、こ
れと異なる方法では、現場で直接ブレースを溶接する方
法も考えられる。In such cases, conventionally, after removing exterior materials such as exterior wall panels, the frame of the part to be remodeled was removed and replaced with a new frame of the load-bearing wall structure. A different method is to weld the braces directly on site.
発明が解決しようとする問題点
しかしながら、上記従来の工法において、軸組を交換す
る方法では、外壁パネルのみならず内装材をも解体する
必要があり、更には増築部分とは関係の内部分にまで工
事が拡大することとなって、工費が嵩み工期も長くなる
欠点がある。Problems to be Solved by the Invention However, in the conventional construction method described above, in which the frame is replaced, it is necessary to dismantle not only the exterior wall panels but also the interior materials. This has the disadvantage of increasing construction costs and lengthening the construction period.
他方、ブレースを現場溶接する方法では、現場溶接の品
質を確保することが困難であるという間がある。On the other hand, with the method of welding braces on-site, it is difficult to ensure the quality of the on-site welding.
この発明は、そのような従来工法の欠点を解消して、短
期間で低コストに工事を行うことのできる耐力壁の増設
工法を提供するものである。The present invention provides a construction method for adding load-bearing walls that eliminates the drawbacks of the conventional construction methods and allows construction to be carried out in a short period of time and at low cost.
問題点を解決するための手段
上記の問題点を完結するため、この発明は、左右の縦方
向枠材(3)(3)と上下の横方向枠材(4)(4)と
によって方形枠状に形成され、がっ、この枠体(5)の
略中央を横切って中柱(6)及び/又は横桟(7)を備
えた軸組(1)において、
前記中柱及び/又は横桟(6)(7)の中央にブレース
(13)を通すための穴(14)を開ける工程と、継手
部分で2分割されたタンバックル弐のブレース(13)
の一方を上記穴(14)へ通し、かつ、分割された両ブ
レース部材(16) (17)を相互に連結する工程
と、前記ブレース(13)の端部に固着した接合部材(
19) (20)を、各軸組(1)(2)を相互に連
結するボルト(8)若しくはアンカーボルト(10)を
用いてその軸組(1)の対角コーナーへ固定する工程と
からなることを特徴とするものである。Means for Solving the Problems In order to solve the above-mentioned problems, the present invention provides a rectangular frame with left and right vertical frame members (3) (3) and upper and lower horizontal frame members (4) (4). In a framework (1) formed in a shape and provided with a center pillar (6) and/or a horizontal beam (7) across the approximate center of the frame body (5), the center pillar and/or the horizontal beam (7) are provided. The process of drilling a hole (14) to pass the brace (13) through the center of the crosspieces (6) and (7), and the brace (13) of the second tongue buckle, which is divided into two at the joint part.
through the hole (14) and interconnecting both the divided brace members (16) and (17), and a connecting member (
19) fixing (20) to the diagonal corners of the frame (1) using bolts (8) or anchor bolts (10) that interconnect each frame (1) and (2); It is characterized by:
なお、この発明において、分割されたブレース部材(1
6) (17)相互の連結と両端の軸組(1)への固
定の順序は、上記の記載の順に限定されるものではなく
、適宜前後して行ってもよいものである。In addition, in this invention, divided brace members (1
6) (17) The order of mutual connection and fixing of both ends to the frame (1) is not limited to the order described above, and may be performed before or after the order as appropriate.
作 用
上記この発明によれば、軸組(1)を取り外すことなく
、穴開け、ボルトの取り外し及び締め付けなどをおこな
うのみで、耐力壁への改造を行うことが出来る。Function According to the present invention, it is possible to remodel the wall into a load-bearing wall by simply drilling holes, removing bolts, tightening, etc. without removing the frame assembly (1).
実施例
次に、この発明の工法を、その施工順序に従って説明す
る。EXAMPLE Next, the construction method of the present invention will be explained in accordance with its construction order.
第5図において、(1)は、耐力壁に改造しようとする
この発明の軸組であり、まず、この軸組(1)及びその
両側の軸組(2)(2)部分に跨がって、外壁パネルそ
の他の桁材等の外装部材を取り外す。第1図でも示すよ
うに、改造を行う軸組(1)は、金属製チャンネルから
なる左右一対の縦枠(3) (3)と同じくチャンネ
ルからなる上下一対の横枠(4)(4)とによって方形
の枠体(5)を構成している。この枠体(5)内には、
その左右の中央において、一対のチャンネル材を背中合
わせに配置した中柱(6)が、両横枠(4)(4)間に
渡して取り付けられ、更に、縦枠(3)(3)とその横
枠(4) (4)の中央部間に、横桟(7)(7)が
取り付けられている。In Fig. 5, (1) is the framework of the present invention that is to be remodeled into a load-bearing wall. and remove exterior members such as exterior wall panels and other girder materials. As shown in Figure 1, the frame assembly (1) to be modified consists of a pair of left and right vertical frames (3) made of metal channels (3) and a pair of upper and lower horizontal frames (4) made of channels as well. A rectangular frame body (5) is constituted by these. Inside this frame (5),
In the center of the left and right sides, a middle pillar (6) made of a pair of channel materials arranged back to back is installed across both horizontal frames (4) (4), and is further attached to the vertical frames (3) (3). Horizontal bars (7) (7) are attached between the central parts of the horizontal frames (4) (4).
そして、外壁パネル等を取り外した段階で、第5図で示
すように、縦枠(3)(3)と両隣の軸組(2)(2)
とを連結している上下2個計8個のボルト・ナツト(8
)’(9)、(8)(9)・・・、及び、下側の横枠(
4)を基礎(10)へ固定しているアンカーボルト(I
I)のナツト(12)を、外しておく。After removing the exterior wall panels, etc., as shown in Figure 5, the vertical frames (3) (3) and the frames (2) (2) on both sides
There are a total of 8 bolts and nuts (8
)'(9), (8)(9)..., and the lower horizontal frame (
4) to the foundation (10)
Remove the nut (12) of I).
しかる後、第6図のように、中柱(6)の上下の中央に
、第7図のようなりンバックル式のブレース(13)を
通すための穴(14)を開口する。このブレース(13
)は、互いの対向端部に逆方向の雄螺子(15) (
15)を備えた一対の螺子杆(16)(17)と、両I
j1螺子(15) (15)を螺込んでこれらの螺子
杆(16) (17)を連結する継手(18)とから
なる。各螺子杆(16) (17)の他方の端部には
、それぞれ接合プレー1− (19) (20)が、
予め溶接されている。また、それらの接合プレート(1
9) (20)には、各々直角方向の固定片(21)
(21)が一体に形成しである。Thereafter, as shown in FIG. 6, a hole (14) for passing the buckle-type brace (13) as shown in FIG. 7 is opened in the center of the top and bottom of the middle pillar (6). This brace (13
) have opposite male screws (15) (
15) with a pair of screw rods (16) and (17), and both I
It consists of a joint (18) into which the j1 screws (15) (15) are screwed to connect these screw rods (16) (17). At the other end of each screw rod (16) (17), a joint plate 1- (19) (20) is attached, respectively.
Pre-welded. In addition, those joining plates (1
9) (20) each has a fixing piece (21) in the right angle direction.
(21) are integrally formed.
次に、上記ブレース(13)を、第7図のように、長い
方の螺子杆(16)を継手(18)より抜き出して、他
方の短い雄螺子杆(17)と分離状態に分割する。次い
で、切り離した長い方の雄螺子杆(16)を、第1図の
ように、中柱(6)に開口した穴(14)へ横桟(7)
の下方より斜め上方に向けて挿通ずる。この状態で、第
2図の如く、接合プレー1(19)を縦枠(3)と下側
横枠(4)とのコーナーにおけるフランジ(22)
(22)間に挿入し、固定片(21)を、縦枠(3)側
においては、前記啜りボルト(8)とナツト(9)を利
用して、隣接軸組(2)との再連結とともに、その縦枠
(3)へ固定する。また、下側横枠(4)(4)には、
その横枠(4)より突出しているアンカーボルト(11
)へ、予め取り外したナツト(12)を締め付けて固定
する。なお、固定片(21)には、予めそれらのボルト
(8) (11)を挿入するボルト穴を形成しておく
。Next, as shown in FIG. 7, the brace (13) is separated by pulling out the longer screw rod (16) from the joint (18) and separating it from the other short male screw rod (17). Next, as shown in Fig. 1, insert the long male screw rod (16) that was cut off into the hole (14) opened in the middle pillar (6) through the horizontal bar (7).
Insert diagonally upward from the bottom. In this state, as shown in Figure 2, connect the joining plate 1 (19) to the flange (22) at the corner of the vertical frame (3) and the lower horizontal frame (4)
(22) Insert the fixing piece (21) between the vertical frame (3) side and reconnect it to the adjacent frame assembly (2) using the above-mentioned sip bolt (8) and nut (9). At the same time, fix it to the vertical frame (3). In addition, in the lower horizontal frame (4) (4),
Anchor bolts (11) protruding from the horizontal frame (4)
) to secure it by tightening the nut (12) that was previously removed. Note that bolt holes into which the bolts (8) and (11) are inserted are formed in advance in the fixing piece (21).
上記のようにして、長い方の雄螺子杆(16)を固定し
た後、もう1つの短い方の雄螺子杆(17)を、その接
合プレー) (20)を、前記コーナーの対角にある上
部側横枠(4)と縦枠(3)とのコーナー差し、込んで
配置する(第3図)。このとき、継手(18)を螺込ん
でより短くして、その継手(18)を相手方雄螺子杆(
16)の雄螺子(15)へ対向させ、再びこの継手(I
8)を伸ばしてその雄螺子(15)へ螺合して連結する
。この連結の後又はその前に、接合プレート(20)の
固定片(21)を、軸組(1)(2)同士を綴るボルト
(8)とナツト(9)を用いて取り付ける。After fixing the longer male screw rod (16) as described above, fix the other short male screw rod (17) with its joint play (20) diagonally to the corner. Insert the corners of the upper horizontal frame (4) and vertical frame (3) and place them together (Figure 3). At this time, screw in the joint (18) to make it shorter and attach the joint (18) to the other male threaded rod (
16) to the male screw (15), and again connect this joint (I
8) and screw it onto the male screw (15) to connect. After or before this connection, the fixing piece (21) of the joining plate (20) is attached using bolts (8) and nuts (9) that bind the frameworks (1) and (2) together.
最後に、第4図の如く、一方の対角方向のブレース(1
3)の取り付けが済んだら、同様にして、他方のブレー
ス(13)を取り付ける。Finally, one diagonal brace (1
After installing 3), install the other brace (13) in the same way.
なお、上記において、ブレース(13)を通す穴(14
)は、横桟(7)或いは中柱(6)と横桟(7)の双方
に開口することもある。In addition, in the above, the hole (14) through which the brace (13) is passed is
) may be opened in the horizontal bar (7) or in both the middle pillar (6) and the horizontal bar (7).
発明の効果
以上のように、この発明によれば、外壁パネル等の外装
材を取り外し、中柱や横桟へ穴開けを行ってブレースを
通し、軸組相互又は軸組を基礎へ固定しているボルトを
用いて、そのブレースを固定するという簡単な工法であ
るため、軸組を入れ換える場合に比較して、内装材の取
り外しやその他車必要に広範囲に亘って解体を行う必要
がなく、短期間で低コストに施工できる効果がある。ま
た、軸組を取り替える方法では、取り外した軸組は廃材
として処理せざるを得なかったが、この発明では、かか
る不都合が無くより低コストに実施できる。更に、現場
での溶接を行うものではないため、溶接精度のような品
質上の問題を生ずる恐れが少なく、かつ、溶接工のよう
な専門技能工も不要である。Effects of the Invention As described above, according to the present invention, exterior materials such as exterior wall panels are removed, holes are made in the middle pillars and horizontal beams, braces are passed through the holes, and the frames are fixed to each other or to the foundation. Because it is a simple method of fixing the brace using bolts, compared to replacing the frame, there is no need to remove interior materials or perform other extensive dismantling of the vehicle, and it saves time in a short period of time. It has the effect of being able to be constructed at low cost. Furthermore, in the method of replacing the frame, the removed frame had to be disposed of as waste material, but the present invention does not have such inconveniences and can be implemented at lower cost. Furthermore, since welding is not performed on-site, there is less risk of quality problems such as welding accuracy, and there is no need for specialized workers such as welders.
第1図は、分別したブレースの差し込み方法を示す斜視
図、第2図は、接合プレートの取り付は状態を示す要部
の斜視図、第3図及び第4図は、第2図以後の施工方法
を示す斜視図、第5図は、外装材の取り外し状態の正面
図、第6図は、中柱に開口したブレース挿通穴を示す要
部斜視図、段7図は、ブレースの分割状態の斜視図であ
る。
(1)・・・軸組、(3)・・・縦枠、(4)・・・横
枠、(5)・・・枠体、(6)・・・中柱、(7)・・
・横桟、(8)・・・ボルト、(11)・・・アンカー
ボルト、(13)・・・ブレース、(14)・・・穴、
(16) (17)・・・分割ブレース部材、(I8
)・・・継手、<19) (20)・・・接合プレー
ト。
特許出願人 積水ハウス株式会社
代理人 弁理士 樽 本 久 幸
第7
第6図
図Figure 1 is a perspective view showing how to insert the separated braces, Figure 2 is a perspective view of the main parts showing how the joint plate is attached, and Figures 3 and 4 are for the parts after Figure 2. Figure 5 is a front view showing the construction method, Figure 5 is a front view with the exterior material removed, Figure 6 is a perspective view of the main part showing the brace insertion hole opened in the center pillar, and Figure 7 is the divided state of the brace. FIG. (1)... Frame, (3)... Vertical frame, (4)... Horizontal frame, (5)... Frame, (6)... Middle pillar, (7)...
・Horizontal beam, (8)...bolt, (11)...anchor bolt, (13)...brace, (14)...hole,
(16) (17)...Divided brace member, (I8
)...Joint, <19) (20)...Joint plate. Patent applicant Sekisui House Co., Ltd. Agent Patent attorney Hisashi Tarumoto No. 7 Figure 6
Claims (1)
状に形成され、かつ、この枠体の略中央を横切って中柱
及び/又は横桟を備えた軸組において、 前記中柱及び/又は横桟の中央にブレースを通すための
穴を開ける工程と、継手部分で2分割されたタンバック
ル式のブレースの一方を上記穴へ通し、かつ、分割され
た両ブレース部材を相互に連結する工程と、前記ブレー
スの端部に固着した接合部材を、各軸組を相互に連結す
るボルト若しくはアンカーボルトを用いてその軸組の対
角コーナーへ固定する工程とからなることを特徴とする
耐力壁の増設工法。[Scope of Claims] A shaft that is formed into a rectangular frame shape by left and right vertical frame members and upper and lower horizontal frame members, and that is provided with a center pillar and/or a horizontal bar across the approximate center of the frame body. In the assembly, there is a step of drilling a hole in the center of the center pillar and/or horizontal beam to pass the brace through, and passing one of the tongue buckle type braces, which is split into two at the joint, through the hole, and inserting the split a step of interconnecting both brace members; and a step of fixing the connecting member fixed to the end of the brace to a diagonal corner of each frame using bolts or anchor bolts that interconnect each frame. A load-bearing wall extension construction method characterized by:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2877787A JPH0776458B2 (en) | 1987-02-10 | 1987-02-10 | Construction method for additional bearing wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2877787A JPH0776458B2 (en) | 1987-02-10 | 1987-02-10 | Construction method for additional bearing wall |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63197744A true JPS63197744A (en) | 1988-08-16 |
JPH0776458B2 JPH0776458B2 (en) | 1995-08-16 |
Family
ID=12257832
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2877787A Expired - Fee Related JPH0776458B2 (en) | 1987-02-10 | 1987-02-10 | Construction method for additional bearing wall |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0776458B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09273249A (en) * | 1996-04-05 | 1997-10-21 | Nippon Steel Corp | Joining structure of frame material for mounting wall in steel house |
JP2014234646A (en) * | 2013-06-03 | 2014-12-15 | 積水ハウス株式会社 | Bearing wall and house |
-
1987
- 1987-02-10 JP JP2877787A patent/JPH0776458B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09273249A (en) * | 1996-04-05 | 1997-10-21 | Nippon Steel Corp | Joining structure of frame material for mounting wall in steel house |
JP2014234646A (en) * | 2013-06-03 | 2014-12-15 | 積水ハウス株式会社 | Bearing wall and house |
Also Published As
Publication number | Publication date |
---|---|
JPH0776458B2 (en) | 1995-08-16 |
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Legal Events
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---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |