JPH04153465A - Constructing method with partition bearing-wall panel for extension - Google Patents
Constructing method with partition bearing-wall panel for extensionInfo
- Publication number
- JPH04153465A JPH04153465A JP27732790A JP27732790A JPH04153465A JP H04153465 A JPH04153465 A JP H04153465A JP 27732790 A JP27732790 A JP 27732790A JP 27732790 A JP27732790 A JP 27732790A JP H04153465 A JPH04153465 A JP H04153465A
- Authority
- JP
- Japan
- Prior art keywords
- foundation
- wall panel
- load
- bearing wall
- wall
- 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
- 238000000034 method Methods 0.000 title claims description 6
- 238000005192 partition Methods 0.000 title abstract description 19
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 22
- 238000000638 solvent extraction Methods 0.000 claims description 13
- 239000011162 core material Substances 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 6
- 230000003247 decreasing effect Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000007423 decrease Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
Description
【発明の詳細な説明】
［産業上の利用分野］
本発明は、パネル工法の建物において外壁パネルを除去
してこの除去部分に新たに増築するに当たり、外壁パネ
ルの除去により生じた開口部の一部に間仕切耐力壁パネ
ルを取付けるための方法に関する。Detailed Description of the Invention [Industrial Field of Application] The present invention provides a method for removing an exterior wall panel from a building using panel construction and constructing a new extension in the removed area. The present invention relates to a method for installing a partition load-bearing wall panel in a section.
［従来例の技術］
従来のパネル工法の建物において外壁パネルを除去し、
外壁パネルを除去した部分に形成される開口部に連通す
るように開口部の外側に増築することがおこなわれてい
る。[Conventional technology] Exterior wall panels are removed from buildings using the conventional panel construction method,
An extension is being built outside the opening to communicate with the opening formed in the area where the exterior wall panel has been removed.
［発明が解決しようとする課題］
ところが、上記従来例においては外壁パネルを除去する
ことによる建物全体の耐力が低下してしまうという問題
があった。[Problems to be Solved by the Invention] However, in the conventional example described above, there was a problem in that the strength of the entire building decreased due to the removal of the outer wall panel.
本発明は上記の従来例の問題点に鑑みて発明したもので
あってその目的とするところは増築に当たって外壁パネ
ルを除去しても間仕切耐力壁パネルにより建物の耐力の
低下を防止することができ、しかも、間仕切耐力壁パネ
ルの取付けが既設の建物の床パネル等を損傷することな
くてきる増築用間仕切耐力壁パイ・ルの施工方法を提供
するにある。The present invention was invented in view of the problems of the conventional example described above, and its purpose is to prevent a decline in the strength of the building by using partitioning load-bearing wall panels even if the exterior wall panels are removed during extension. Moreover, it is an object of the present invention to provide a construction method for a partition load-bearing wall pile for an extension, in which the partition load-bearing wall panel can be installed without damaging the floor panels, etc. of an existing building.
［課題を解決するための手段］
本発明の増築用間仕切耐力壁パネルの施工方法は、既設
の建物１の外壁パネル２を取り外してこの除去部分に新
たに増築するに当たり、既設の建物１の基礎３の外面側
に固着具４により壁際アンカープレー１へ５を取（＝＋
け、この壁際アンカープレート５に補強基礎鉄筋６を固
着し、既設の基礎３の外面側に沿って壁際アンカープレ
ートら及び補強基礎鉄筋６を芯材とする新たなコンクリ
ート基礎７を形成し、新たなコンクリート基礎７の上面
において壁際アンカープレー１・５から突出したアンカ
ーボルト８にベースプレート９を固着し、ヘースブレー
ト９の既設の基礎３の上面に位置する部分から上方に耐
力壁用ボルト１０を突設し、既設の建物１の外壁パネル
２を除去した部分の開口部１１の一部に間仕切耐力壁パ
イ・ル１２を配置して間仕切耐力壁パネル］２の下端部
を耐力壁用ボルト］０に固着することを特徴とするもの
であって、このような方法を採用することて、」１記し
た従来例の問題点を解決して本発明の目的を達成したも
のである。[Means for Solving the Problems] The construction method of the partition load-bearing wall panel for extension of the present invention is such that when removing the exterior wall panel 2 of the existing building 1 and constructing a new extension in the removed area, the foundation of the existing building 1 is installed. Attach 5 to the wall anchor play 1 using the fixing tool 4 on the outer surface of 3 (=+
Then, the reinforcing foundation reinforcing bars 6 are fixed to the wall anchor plates 5, and a new concrete foundation 7 is formed along the outer surface of the existing foundation 3 using the wall anchor plates and the reinforcing foundation reinforcing bars 6 as core materials. A base plate 9 is fixed to the anchor bolts 8 protruding from the wall anchor plays 1 and 5 on the upper surface of the concrete foundation 7, and load-bearing wall bolts 10 are protruded upward from the portion of the heath plate 9 located on the upper surface of the existing foundation 3. Then, a partition load-bearing wall pile 12 is placed in a part of the opening 11 of the existing building 1 where the exterior wall panel 2 has been removed, and the lower end of the partition load-bearing wall panel 2 is connected to the load-bearing wall bolts 0. By adopting such a method, the problems of the conventional example described in 1. are solved and the object of the present invention is achieved.
［作用］
しかして、既設の建物１の基礎３の外面側に固着具４に
より壁際アンカープレーー１〜５を取付（す、この壁際
アンカープレート５に補強基礎鉄筋６を固着し、既設の
基礎３の外面側に沿って壁際アンカープレート５及び補
強基礎鉄筋６を芯材とする新たなコンクリート基礎７を
形成し、新たなコンクリート基礎７め上面において壁際
アンカープレート５から突出したアンカーホルト８にベ
ースプレート９を固着し、ベースプレート９の既設の基
礎３の上面に位置する部分から上方に耐力壁用ボルト１
０を突設し、既設の建物１の外壁パネル２を除去した部
分の開口部１１の一部に間仕切耐力壁パネル１２を配置
して間仕切耐力壁パネル１２の下端部を耐力壁用ポルｌ
−１０に固着することで、外壁パネル２を除去した部分
に形成される開口部１１の一部に間仕切耐力壁パネル１
２を取付けることができて、外壁パネル２を除去して増
築しても建物１の耐力が低下しないようにできるもので
ある。そして、既設の基礎３の外面側に既設の基礎３と
一体に新たなコンクリート基礎７を形成し、このコンク
リート基礎７がら突出したアンカーボルト８にヘースプ
レー１−９を固着し、ベースプレート９に突設した耐力
壁用ポル）−１０に間仕切耐力壁パネル１２を取付ける
ことで既設の建物１の床パネル等を損傷することなく既
設の基礎３の上に新たな間仕切耐力壁パネル１２を取付
けることができるようになったものである。[Function] Therefore, the wall anchor plates 1 to 5 are attached to the outer surface of the foundation 3 of the existing building 1 using the fixing device 4. A new concrete foundation 7 is formed along the outer surface side of the wall anchor plate 5 and the reinforcing foundation reinforcing bars 6 as core materials, and a base plate is attached to the anchor hole 8 protruding from the wall anchor plate 5 on the upper surface of the new concrete foundation 7. 9, and load-bearing wall bolts 1 upward from the part of the base plate 9 located on the top surface of the existing foundation 3.
A partition load-bearing wall panel 12 is placed in a part of the opening 11 of the existing building 1 where the exterior wall panel 2 has been removed, and the lower end of the partition load-bearing wall panel 12 is connected to a load-bearing wall pole l.
-10, the partitioning load-bearing wall panel 1 is attached to a part of the opening 11 formed in the part where the outer wall panel 2 is removed.
2 can be attached, and even if the outer wall panel 2 is removed and expanded, the strength of the building 1 can be prevented from decreasing. Then, a new concrete foundation 7 is formed integrally with the existing foundation 3 on the outer surface of the existing foundation 3, and Haspray 1-9 is fixed to the anchor bolts 8 protruding from this concrete foundation 7, and the base plate 9 is protruded. By attaching the partition load-bearing wall panel 12 to the installed load-bearing wall pole)-10, it is possible to install a new partition load-bearing wall panel 12 on the existing foundation 3 without damaging the floor panels of the existing building 1. It is now possible.
［実施例］
以下本発明を添付図面に示す実施例に基づいて詳述する
。[Examples] The present invention will be described in detail below based on examples shown in the accompanying drawings.
第１図に示すようにパネル工法の既設の建物の外壁パネ
ル２を取り外してこの除去部分に新たに増築するに当た
っては次のようにして行うものである。まず、第２図（
ａ、 ）のように既設の建物１の基礎３の外面側にドリ
ル１３により孔１４を穿孔し、この孔１４に固着具４と
なるボルトを挿入し、合成樹脂等により固着する。次に
、第２図（ｂ）に示すように既設の基礎３の外面側に沿
って壁際アンカープレート５を配置してこの壁際アンカ
ープレー１−５を固着具４であるボルトを用いて固着す
る。このように既設の基礎３の外面側に固着具４により
取付けた壁際アンカープレー１・５にはあらかじめ上方
に向けてアンカーポルｌ−８が突設してあり、更に外側
方に向けて連結部材１５が突設しである。次に、第２図
（ｃ）に示すように既設の基礎３の外側方に補強基礎鉄
筋６を配置し、第２図（ｄ）に示すように壁際アンカー
プレート５から突設した連結部材１５に補強基礎鉄筋６
を固着する。しかる後、既設の基礎３の外面側に沿って
壁際アンカープレート５及び補強基礎鉄筋６を芯材とす
る新たなコンクリート基礎７を形成するく第３図参照）
。この時増築に必要なコンクリート基礎７も同時に形成
する。この新たなコンクリート基礎７のコンクリートが
硬化した後に建物１から外壁パネル２を除去し゛ζ開口
部１］を形成する。次に、第２図（ｅ）、第４図に示す
ように新たなコンクリ−■・基礎７の」二面と既設の基
礎３の上面とにわたってベースプレート９を載置し、壁
際アンカープレー１−５から上方に突出したアンカーホ
ルト８にベースプレー１−９を固着する。As shown in FIG. 1, when removing the exterior wall panel 2 of an existing building using the panel construction method and constructing a new addition in the removed area, the process is as follows. First, Figure 2 (
As shown in a, ), a hole 14 is drilled on the outer surface of the foundation 3 of the existing building 1 with a drill 13, a bolt serving as the fixing device 4 is inserted into this hole 14, and it is fixed with synthetic resin or the like. Next, as shown in FIG. 2(b), a wall anchor plate 5 is placed along the outer surface of the existing foundation 3, and this wall anchor plate 1-5 is fixed using bolts that are fixing devices 4. . In this way, the wall anchor plates 1 and 5 attached to the outer surface of the existing foundation 3 using the fasteners 4 are provided with anchor poles 1-8 protruding upward in advance, and furthermore, connecting members are attached outward. 15 is a protruding part. Next, as shown in FIG. 2(c), reinforcing foundation reinforcing bars 6 are placed on the outside of the existing foundation 3, and as shown in FIG. 2(d), connecting members 15 are protruded from the wall anchor plate 5. Reinforcement foundation reinforcement 6
to fix. After that, a new concrete foundation 7 is formed along the outer surface of the existing foundation 3, with the wall anchor plate 5 and reinforcing foundation reinforcing bars 6 as core materials (see Figure 3).
. At this time, the concrete foundation 7 necessary for the extension is also formed at the same time. After the concrete of this new concrete foundation 7 hardens, the outer wall panel 2 is removed from the building 1 to form the ``ζ opening 1''. Next, as shown in FIG. 2(e) and FIG. 4, the base plate 9 is placed across the two sides of the new concrete foundation 7 and the top surface of the existing foundation 3, A base play 1-9 is fixed to an anchor hole 8 projecting upward from 5.
ここて、上記ベースプレー１−９には既設の基礎３の上
面に位置する部分から上方に向けて耐力壁用ボルト１０
か突設しである。次に、既設の建物１の外壁パネル２を
除去した部分の開口部］１の一部に間仕切耐力壁パネル
１２を配置して間仕切耐力壁パネル１２の下端部の取付
ｉ−７部１６を第４図、第５図に示すように耐力壁用ボ
ルト１０に固着するものである。間仕切耐力壁パネル１
２の上端部は既設の建物１の外壁パネル２同士や外壁パ
ネル２と床パネル１７とを連結するための連結金具１８
等を利用してこれに連結するものである。なお、外壁パ
ネル２を除去して形成された開口部の上端部には新たな
胴差しを架設してもよい。この場き、間仕切耐力壁パネ
ル１２の上端部は胴差しに連結するとよい。そして、上
記外壁パネル２を除去して出来た開口部１１（この開口
部１１の一部には上記のように間仕切耐力壁パネル２か
新たに取付けられている）の外側に第１図に示すように
増築部分１つを構成するのである。Here, on the base plate 1-9, load-bearing wall bolts 10 are arranged upward from the part located on the upper surface of the existing foundation 3.
Or it is a protruding structure. Next, the partitioning load-bearing wall panel 12 is placed in a part of the opening in the part of the existing building 1 where the exterior wall panel 2 has been removed, and the lower end part 16 of the partitioning load-bearing wall panel 12 is installed at the i-7 section 16. As shown in FIGS. 4 and 5, it is fixed to a load-bearing wall bolt 10. Partition load-bearing wall panel 1
The upper end of 2 is a connecting fitting 18 for connecting the exterior wall panels 2 of the existing building 1 or the exterior wall panels 2 and the floor panel 17.
etc. to connect to this. Note that a new trunk mount may be installed at the upper end of the opening formed by removing the outer wall panel 2. At this time, the upper end of the partition load-bearing wall panel 12 may be connected to the trunk mount. Then, on the outside of the opening 11 created by removing the outer wall panel 2 (partitioning load-bearing wall panel 2 is newly attached to a part of this opening 11 as described above), as shown in FIG. This constitutes one extension.
［発明の効果］
本発明にあっては、叙述のように既設の建物の基礎の外
面側に固着具により壁際アンカープレートを取付け、こ
の壁際アンカープレートに補強基礎鉄筋を固着し、既設
の基礎の外面側に沿って壁際アンカープレー１〜及び補
強基礎鉄筋を芯材とする新たなコンクリート基礎を形成
し、新たなコンクリート基礎の上面において壁際アンカ
ープレー１〜から突出したアンカーボルトにベースプレ
ートを固着し、ベースプレー１〜の既設の基礎の上面に
位置する部分から上方に耐力壁用ボルトを突設し、既設
の建物の外壁パネルを除去した部分の開口部の一部に間
仕切耐力壁パネルを配置して間仕切耐力壁パネルの下端
部を耐力壁用ボルトに固着するので、外壁パネルを除去
した部分に形成される開口部の一部に間仕切耐力壁パネ
ルを簡単に取ｆ士けることかできて、外壁パネルを除去
して増築しても建物の耐力が低下しないようにＣきるも
のＣある。しかも、また、既設の基礎の外面側に既設の
基礎と一体に新たなコンクリート基礎を形成し、このコ
ンクリ−１〜基礎から突出したアンカーボルトにベース
プレー１−を固着し、ベースブレートに突設した耐力壁
用ホルトに間仕切耐力壁パネルを取付けるのて、既設の
建物の床パネル等を損傷することなく既設の基礎の上に
新たな間仕切耐力壁パネルを取付けることができるもの
である。更に、新たに形成するコンクリート基礎と基礎
の基礎とが一体化して間仕切耐力壁パネルの取付けが強
固にできるものである。[Effects of the Invention] As described above, in the present invention, a wall anchor plate is attached to the outer surface of the foundation of an existing building using a fixing device, a reinforcing foundation reinforcing bar is fixed to this wall anchor plate, and the foundation of the existing building is fixed. A new concrete foundation is formed along the outer surface side using the wall anchor play 1 ~ and the reinforcing foundation reinforcing bars as core materials, and the base plate is fixed to the anchor bolts protruding from the wall anchor play 1 ~ on the upper surface of the new concrete foundation, Load-bearing wall bolts are installed upward from the part located on the top surface of the existing foundation of base play 1~, and a partition load-bearing wall panel is placed in a part of the opening in the part where the external wall panel of the existing building has been removed. Since the lower end of the partitioning load-bearing wall panel is fixed to the load-bearing wall bolt, the partitioning load-bearing wall panel can be easily installed in a part of the opening formed in the area where the outer wall panel has been removed. There are some things that can be done to prevent the strength of the building from decreasing even if the exterior wall panels are removed and the building is expanded. Moreover, a new concrete foundation is formed on the outer surface of the existing foundation, integrated with the existing foundation, and the base plate 1 is fixed to the anchor bolts protruding from the concrete foundation. By attaching the partitioning load-bearing wall panel to the load-bearing wall holt, it is possible to install a new partitioning load-bearing wall panel on the existing foundation without damaging the floor panels, etc. of the existing building. Furthermore, the newly formed concrete foundation and the base of the foundation are integrated, making it possible to firmly install the partition load-bearing wall panel.
第１図は建物の増築順序を示す概略説明図、第２図（ａ
）（ｂ）（ｃ）（ｄ）（ｅ）は同上の間仕切耐力壁パネ
ルの施工順序を示す説明図、第３図（ａ）（ｂ）（ｃ）
は同上の平面図、側面断面図及び正面図、第４図（ａ）
（ｂ）は同上の間仕切耐力壁パネルの取付は状態の平面
図及び正面図、第５図は同」二の間仕切耐力壁パネルの
取付けを示す分解斜視図であって、１は建物、２は外壁
パネル、３は基礎、４は固着具、５は壁際アンカープレ
ート、６は補強基礎鉄筋、７はコンクリート基礎、８は
アンカーボルト、９はベースプレート、１０は耐力壁用
ボルト、１１は開口部、１２は間仕切耐力壁パネルであ
る。Figure 1 is a schematic explanatory diagram showing the order of building extensions, Figure 2 (a
) (b) (c) (d) (e) are explanatory diagrams showing the construction order of the partition load-bearing wall panel shown above, Figure 3 (a) (b) (c)
are the same plan view, side sectional view and front view, Fig. 4(a)
(b) is a plan view and a front view showing the installation of the partitioning load-bearing wall panel in the same manner, and FIG. External wall panel, 3 is a foundation, 4 is a fixing device, 5 is a wall anchor plate, 6 is a reinforcing foundation reinforcing bar, 7 is a concrete foundation, 8 is an anchor bolt, 9 is a base plate, 10 is a load-bearing wall bolt, 11 is an opening, 12 is a partition load-bearing wall panel.
Claims (1)
分に新たに増築するに当たり、既設の建物の基礎の外面
側に固着具により壁際アンカープレートを取付け、この
壁際アンカープレートに補強基礎鉄筋を固着し、既設の
基礎の外面側に沿って壁際アンカープレート及び補強基
礎鉄筋を芯材とする新たなコンクリート基礎を形成し、
新たなコンクリート基礎の上面において壁際アンカープ
レートから突出したアンカーボルトにベースプレートを
固着し、ベースプレートの既設の基礎の上面に位置する
部分から上方に耐力壁用ボルトを突設し、既設の建物の
外壁パネルを除去した部分の開口部の一部に間仕切耐力
壁パネルを配置して間仕切耐力壁パネルの下端部を耐力
壁用ボルトに固着することを特徴とする増築用間仕切耐
力壁パネルの施工方法。(1) When removing the exterior wall panels of an existing building and constructing a new addition in the removed area, a wall anchor plate is attached to the outside of the existing building's foundation using a fixing device, and reinforcing foundation reinforcing bars are fixed to this wall anchor plate. Then, a new concrete foundation was formed along the outside of the existing foundation with wall anchor plates and reinforcing foundation reinforcement as core materials.
The base plate is fixed to the anchor bolts protruding from the wall anchor plate on the top surface of the new concrete foundation, and load-bearing wall bolts are installed upward from the part of the base plate located on the top surface of the existing foundation, and the external wall panel of the existing building is fixed. A method for constructing a partitioning load-bearing wall panel for an extension, comprising placing the partitioning load-bearing wall panel in a part of the opening of the removed portion and fixing the lower end of the partitioning load-bearing wall panel to load-bearing wall bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP27732790A JPH0696916B2 (en) | 1990-10-15 | 1990-10-15 | Construction method of partition wall wall panel for extension |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP27732790A JPH0696916B2 (en) | 1990-10-15 | 1990-10-15 | Construction method of partition wall wall panel for extension |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04153465A true JPH04153465A (en) | 1992-05-26 |
| JPH0696916B2 JPH0696916B2 (en) | 1994-11-30 |
Family
ID=17581985
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP27732790A Expired - Lifetime JPH0696916B2 (en) | 1990-10-15 | 1990-10-15 | Construction method of partition wall wall panel for extension |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0696916B2 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007002629A (en) * | 2005-06-27 | 2007-01-11 | Uehara:Kk | Foundation extension reinforcing metallic material and foundation extension reinforcing method |
| JP2017082520A (en) * | 2015-10-29 | 2017-05-18 | トヨタホーム株式会社 | Foundation structure of building |
| JP2019060111A (en) * | 2017-09-26 | 2019-04-18 | 積水ハウス株式会社 | Repair method of building foundation and foundation structure of building |
-
1990
- 1990-10-15 JP JP27732790A patent/JPH0696916B2/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007002629A (en) * | 2005-06-27 | 2007-01-11 | Uehara:Kk | Foundation extension reinforcing metallic material and foundation extension reinforcing method |
| JP4672459B2 (en) * | 2005-06-27 | 2011-04-20 | 株式会社 ウエハラ | Building reinforcement method |
| JP2017082520A (en) * | 2015-10-29 | 2017-05-18 | トヨタホーム株式会社 | Foundation structure of building |
| JP2019060111A (en) * | 2017-09-26 | 2019-04-18 | 積水ハウス株式会社 | Repair method of building foundation and foundation structure of building |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0696916B2 (en) | 1994-11-30 |
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