JP3120143B2 - Exterior wall construction method - Google Patents

Exterior wall construction method

Info

Publication number
JP3120143B2
JP3120143B2 JP08089348A JP8934896A JP3120143B2 JP 3120143 B2 JP3120143 B2 JP 3120143B2 JP 08089348 A JP08089348 A JP 08089348A JP 8934896 A JP8934896 A JP 8934896A JP 3120143 B2 JP3120143 B2 JP 3120143B2
Authority
JP
Japan
Prior art keywords
wall
board
existing
bent
shaped bent
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 - Fee Related
Application number
JP08089348A
Other languages
Japanese (ja)
Other versions
JPH09279728A (en
Inventor
吉男 滝田
博 勝治
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kajima Corp
Original Assignee
Kajima Corp
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 by Kajima Corp filed Critical Kajima Corp
Priority to JP08089348A priority Critical patent/JP3120143B2/en
Publication of JPH09279728A publication Critical patent/JPH09279728A/en
Application granted granted Critical
Publication of JP3120143B2 publication Critical patent/JP3120143B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、建物の外壁の構築
工法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing an outer wall of a building.

【0002】[0002]

【従来の技術】建物の外壁1を構築する場合で、例えば
1期工事に引き続いて2期工事を行うとき、1期工事で
既に構築が終了している既存外壁2との間には図7に示
すように外壁相互の接触を防ぐため、エキスパンション
・ジョイント(EXP.J)のための所定のクリアラン
ス3である 160mmを確保する必要がある。
2. Description of the Related Art In the case of constructing an external wall 1 of a building, for example, when performing a second-phase construction following a first-phase construction, there is a gap between the existing outer wall 2 which has already been completed in the first-phase construction as shown in FIG. As shown in (1), it is necessary to secure a predetermined clearance 3 of 160 mm for the expansion joint (EXP.J) in order to prevent contact between the outer walls.

【0003】このようにエキスパンション・ジョイント
(EXP.J)のための所定のクリアランス3を確保す
る必要のある場合、従来は既存外壁2側に面する型枠は
スタイロフォームなどでクリアランス寸法の厚さのもの
に作って既存外壁2に当接させた状態に組み、このスタ
イロフォームなどによる型枠の部分はコンクリート打
設、固化後に、ガソリンなどで溶かして脱型し、これに
より既存外壁2と新たに構築した外壁1との間にクリア
ランス3を確保していた。
[0003] When it is necessary to secure a predetermined clearance 3 for an expansion joint (EXP.J) as described above, conventionally, the formwork facing the existing outer wall 2 side is made of a styrofoam or the like with a thickness of the clearance dimension. It is made into a product and assembled in a state where it abuts on the existing outer wall 2, and the part of the formwork with this styrofoam etc. is cast and solidified, then melted with gasoline etc. and demolded, thereby newly building with the existing outer wall 2 The clearance 3 is secured between the outer wall 1 and the outer wall 1.

【0004】[0004]

【発明が解決しようとする課題】1期工事で構築が終了
している既存の建物の外壁との間に所定のクリアランス
を確保して2期工事の外壁を施工しようとする場合で、
1期工事の建物に既に居住しているときは、住民の安全
確保の点からスタイロフォームなどを用いる型枠工法を
適用することは困難である。
When a predetermined clearance is secured between the first building and the outer wall of an existing building which has been completed in the first construction, the outer wall of the second construction is to be constructed.
When already occupying a building for the first phase of construction, it is difficult to apply a formwork method using styrofoam or the like from the viewpoint of ensuring the safety of residents.

【0005】本発明は前記従来例の不都合を解消し、例
えば1期工事に続く2期工事で1期工事側の建物に既に
居住している場合でも、新たに構築しようする外壁と既
存の外壁との間に所定のクリアランスを容易かつ安全に
確保でき、また、片面側からしか施工できない外壁にも
有効で、耐力にも優れた合成壁を構築できる外壁の構築
工法を提供することにある。
The present invention solves the inconvenience of the conventional example. For example, even if the second-stage construction following the first-stage construction is already occupied in the building on the first-stage construction side, the outer wall to be newly constructed and the existing outer wall are constructed. It is an object of the present invention to provide a method of constructing an outer wall which can easily and safely secure a predetermined clearance between the outer wall and the outer wall which can be constructed only from one side, and which can construct a composite wall having excellent proof strength.

【0006】[0006]

【課題を解決するための手段】本発明は前記目的を達成
するため、トラス筋の一部を埋め込んだハーフPC板を
外壁材として既存の建物の外壁の間に所定の間隔をおい
て、PC板側を既存外壁側に位置させて建て込み、前記
PC板の上部を既存外壁に頭つなぎ金物で固定し、ハー
フPC板の内側に後打ちコンクリートを打設して合成壁
を構築すること、および、頭つなぎ金物は既存外壁にア
ンカーボルトで固定した上向きのコ字形の曲げ金物と、
ハーフPC板の上部に取り付ける下向きのコ字形の曲げ
金物と、前記下向きの曲げ金物の上部に取り付けた長ナ
ットと、該長ナットと前記上向きのコ字形の曲げ金物と
を結合するボルトとで構成することを要旨とするもので
ある。
According to the present invention, in order to achieve the above object, a half-PC board in which a part of a truss is embedded is used as an outer wall material, and a PC is provided at a predetermined interval between outer walls of an existing building. Laying the board side on the existing outer wall side, mounting the upper part of the PC board to the existing outer wall with a head tie, and casting a post-cast concrete inside the half PC board to construct a composite wall; And, the head connection hardware is an upward U-shaped bent hardware fixed to the existing outer wall with anchor bolts,
Consisting of a downward U-shaped bent metal fitting attached to the upper part of the half PC board, a long nut mounted on the upper part of the downward bent metal fitting, and a bolt for connecting the long nut and the upward U-shaped bent metal fitting. The gist is to do.

【0007】請求項1記載の本発明によれば、既存の建
物の外壁の側にPC板を位置させてハーフPC板を建て
込み、このPC板を外壁の外側面とすることで、既存外
壁との間に型枠を組む必要がなく、エキスパンション・
ジョイント(EXP.J)のための所定のクリアランス
寸法である 160mmを既存外壁との間に容易に確保でき
る。
According to the first aspect of the present invention, a half PC board is built by placing a PC board on the side of an outer wall of an existing building, and this PC board is used as an outer side surface of the outer wall, whereby the existing outer wall is formed. There is no need to form a formwork between
A predetermined clearance dimension for the joint (EXP.J) of 160 mm can be easily secured between the joint and the existing outer wall.

【0008】また、このハーフPC板の内側に後打ちの
コンクリートを打設して合成壁とすることで耐力を得る
ことができ、躯体精度が向上する。
[0008] In addition, by forming a post-cast concrete on the inside of the half PC board to form a composite wall, a proof stress can be obtained, and the accuracy of the skeleton can be improved.

【0009】請求項2記載の本発明によれば、前記作用
に加えて、ハーフPC板は既存外壁に頭つなぎ金物でそ
の上部を固定するから、安定した状態で後打ちコンクリ
ートを打設できる。
According to the second aspect of the present invention, in addition to the above operation, the upper portion of the half PC board is fixed to the existing outer wall with a head tie, so that the post-cast concrete can be cast in a stable state.

【0010】そして、頭つなぎ金物は既存外壁にアンカ
ーボルトで固定した上向きのコ字形の曲げ金物と、ハー
フPC板の上部に取り付ける下向きのコ字形の曲げ金物
と、前記下向きの曲げ金物の上部に取り付けた長ナット
と、該長ナットと前記上向きのコ字形の曲げ金物とを結
合するボルトとで構成するから、簡単に固定でき、所定
のクリアランス確保の間隔調整も容易で、後打ちコンク
リート打設後の撤去も簡単である。
[0010] The head connecting hardware is provided with an upward U-shaped bent metal fixed to the existing outer wall with anchor bolts, a downward U-shaped bent metal mounted on the upper part of the half PC board, and an upper part of the downward bent metal. Since it is composed of the attached long nut and bolts for connecting the long nut and the upward U-shaped bent metal part, it can be easily fixed, the clearance can be easily adjusted for securing a predetermined clearance, and post-cast concrete casting is performed. Later removal is also easy.

【0011】[0011]

【発明の実施の形態】以下、図面について本発明の実施
の形態を詳細に説明する。図1は本発明の外壁の構築工
法の実施形態を示す縦断側面図で、本発明の工法は例え
ば1期工事で既に構築されている既存外壁2との間に所
定のクリアランス3を確保して2期工事で新たに外壁1
を施工する場合に適用するものである。
Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a longitudinal sectional side view showing an embodiment of an outer wall construction method according to the present invention. The method according to the present invention secures a predetermined clearance 3 with an existing outer wall 2 already constructed, for example, in the first stage construction. Exterior wall 1 newly in the second phase construction
It is applied when constructing.

【0012】図中4は外壁1の外側面を構成するハーフ
PC板で、これは図6に示すようなトラス筋5を主筋と
して、該トラス筋5の複数を適宜間隔で配列してPC板
6に下方の約半分を埋め込んだものである。
In the figure, reference numeral 4 denotes a half PC board constituting the outer side surface of the outer wall 1, which is composed mainly of truss bars 5 as shown in FIG. The lower half of Fig. 6 is embedded.

【0013】このPC板6の端部は、外壁1として建て
込んだとき、1階の下部に位置するものはフラットに形
成するが、2階以上の外壁1を構成するものとして上方
に順次建て込んだとき、上下の接合部は立ち上がり部7
を設けて段違い部に形成した。
When the end portion of the PC board 6 is installed as the outer wall 1, the one located at the lower part of the first floor is formed flat, but it is sequentially built upward as constituting the outer wall 1 on the second floor or more. When inserted, the upper and lower joints are
Was formed on the stepped portion.

【0014】図2はハーフPC板4を外壁1として建て
込んだときに、その上部を既存外壁2に固定する頭つな
ぎ金物8を示し、該頭つなぎ金物8は既存外壁2にアン
カーボルト9で固定した上向きのコ字形の曲げ金物10
と、ハーフPC板4の上部に取り付ける下向きのコ字形
の曲げ金物11と、前記下向きの曲げ金物11の上部に取り
付けた長ナット12と、該長ナット12と前記上向きのコ字
形の曲げ金物10とを結合する長尺ボルト13とで構成す
る。
FIG. 2 shows a head connecting piece 8 for fixing the upper part of the half PC board 4 to the existing outer wall 2 when the half PC board 4 is built as the outer wall 1, and the head connecting piece 8 is fixed to the existing outer wall 2 by an anchor bolt 9. Fixed upward U-shaped bending hardware 10
A downward bent metal fitting 11 attached to the upper part of the half PC board 4, a long nut 12 mounted on the upper part of the downward bent metal 11, the long nut 12 and the upward bent metal fitting 10 And a long bolt 13 that couples them.

【0015】次にかかるハーフPC板4を用いて合成壁
による外壁1の施工方法を説明する。ハーフPC板4を
PC板6の側を外側にして既存外壁2との間に所定(16
0mm)のクリアランス3を確保して建て込む。このと
き、PC板6の下部は図4にも示すようにアングル材14
で外側を1階の床部分に固定する。
Next, a method of constructing the outer wall 1 with a composite wall using the half PC board 4 will be described. The half PC board 4 is positioned between the PC board 6 and the existing outer wall 2 with the side of the PC board 6 outside (16).
0mm) clearance 3 is secured and built. At this time, as shown in FIG.
Fix the outside to the first floor.

【0016】ハーフPC板4の上部は、PC板6を既存
外壁2に頭つなぎ金物8で固定する。固定方法は上向き
のコ字形の曲げ金物10の一方の立ち上がり部をアンカー
ボルト9で既存外壁2に固定し、PC板6の上部の立ち
上がり部7に下向きのコ字形の曲げ金物11を被せるよう
にして取り付ける。
At the upper part of the half PC board 4, the PC board 6 is fixed to the existing outer wall 2 with a head connecting hardware 8. The fixing method is such that one of the rising portions of the upwardly bent U-shaped bent hardware 10 is fixed to the existing outer wall 2 with the anchor bolts 9, and the downwardly bent U-shaped bent hardware 11 is placed on the rising portion 7 on the upper part of the PC board 6. And attach it.

【0017】次に下向きのコ字形の曲げ金物11に取り付
けてある長ナット12と上向きのコ字形の曲げ金物10の他
方の立ち上がり部に長尺ボルト13を挿通する。この挿通
した状態は図2に示すようにナット15とワッシャー16は
コ字形の曲げ金物10の他方の立ち上がり部より離れてお
り、また、コ字形の曲げ金物10の他方の立ち上がり部か
ら内部に長尺ボルト13が入り込み、その先端にはワッシ
ャー16aが設けられている。PC板6を建込んだ後で、
ナット15とワッシャー16,16aを仮締めして、長尺ボル
ト13の端部にコ字形の曲げ金物10の他方の立ち上がり部
を位置させ、既存外壁2とPC板6との間に所定のクリ
アランス3が確保されるように長尺ボルト13の長ナット
12への挿通位置を調整した後、ナット15とワッシャー1
6,16aで長尺ボルト13を上向きのコ字形の曲げ金物10
の他方の立ち上がり部に固定する。
Next, a long bolt 13 is inserted into the long nut 12 attached to the downwardly bent U-shaped bent hardware 11 and the other rising portion of the upwardly bent U-shaped bent hardware 10. In this inserted state, as shown in FIG. 2, the nut 15 and the washer 16 are separated from the other rising portion of the U-shaped bent hardware 10, and the nut 15 and the washer 16 are internally extended from the other rising portion of the U-shaped bent hardware 10. The measuring bolt 13 enters, and a washer 16a is provided at the tip. After building the PC board 6,
The nut 15 and the washers 16 and 16a are temporarily tightened so that the other rising portion of the U-shaped bent metal fitting 10 is positioned at the end of the long bolt 13 and a predetermined clearance is provided between the existing outer wall 2 and the PC board 6. Long nut 13 long nut so that 3 is secured
After adjusting the insertion position to 12, insert nut 15 and washer 1
The long bolt 13 is bent upward with a U-shaped bent hardware 10 at 6 and 16a.
Is fixed to the other rising portion.

【0018】これにより、既存外壁2との間に所定のク
リアランス3が確保された状態でPC板6が建て込まれ
る。
As a result, the PC board 6 is built with the predetermined clearance 3 secured between the PC board 6 and the existing outer wall 2.

【0019】そして、ハーフPC板4の内側のトラス主
筋5が突出している側に、さらに縦横筋17などを配筋
し、型枠18を組み、この型枠18内に後打ちコンクリート
を打設すれば、後打ちコンクリートの固化後、型枠18を
脱型すればこの後打ちコンクリートとハーフPC板4と
で合成壁による外壁1が構築される。この場合、脱型は
外壁1の内側の部分だけで行えばよいから、既存外壁1
との間に 160mm程度の隙間しか存在しなくても問題はな
い。
On the side of the half PC board 4 on which the main truss bars 5 protrude, vertical and horizontal bars 17 and the like are further arranged, a formwork 18 is assembled, and post-cast concrete is poured into the formwork 18. Then, after the post-cast concrete is solidified, if the formwork 18 is removed, the post-cast concrete and the half PC board 4 form the outer wall 1 of a composite wall. In this case, the mold needs to be removed only from the inner portion of the outer wall 1.
There is no problem if there is only a gap of about 160 mm between them.

【0020】建物の2階以上の部分は、図4に示すよう
にハーフPC板4のPC板6の立ち上がり部7を相互に
噛み合わせて結合固定する。この場合、図3に示したよ
うに立ち上がり部7の上面にエサフォーム19を取り付け
ておくことで、後打ちコンクリートを打設したときに、
立ち上がり部7の相互の噛み合わせ部分からコンクリー
トが外に漏れだすことを防止できる。
As shown in FIG. 4, the raised portions 7 of the PC board 6 of the half PC board 4 are fixedly engaged with each other on the second and higher floors of the building. In this case, as shown in FIG. 3, by attaching the feed foam 19 to the upper surface of the rising portion 7, when the post-cast concrete is poured,
It is possible to prevent concrete from leaking out of the mutually engaged portions of the rising portions 7.

【0021】[0021]

【発明の効果】以上述べたように本発明の外壁の構築工
法は、例えば1期工事に続く2期工事で1期工事側の建
物に既に居住している場合でも、新たに構築しようとす
る外壁と既存の外壁との間に型枠を組む必要がなく、ハ
ーフPC板を所定間隔で建て込むだけでよいから、所定
のクリアランスを容易かつ安全に確保でき、また、片面
側からしか施工できない外壁にも有効で、さらに、ハー
フPC板と後打ちコンクリートとの合成により外壁を構
築できるから耐力にも優れ、躯体精度の向上が図れるも
のである。
As described above, the construction method of the outer wall according to the present invention intends to newly construct an external wall even if, for example, the second-phase construction following the first-phase construction is already occupied in the building on the first-phase construction side. There is no need to form a formwork between the outer wall and the existing outer wall, and only half-PC boards need to be built at predetermined intervals, so that a predetermined clearance can be secured easily and safely, and construction can be performed only from one side. It is effective for the outer wall, and furthermore, the outer wall can be constructed by combining the half PC board and the post-cast concrete, so that the strength is excellent and the accuracy of the skeleton can be improved.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の外壁の構築工法の実施形態を示す縦断
側面図である。
FIG. 1 is a longitudinal sectional side view showing an embodiment of an outer wall construction method of the present invention.

【図2】本発明の外壁の構築工法で使用する頭つなぎ金
物の側面図である。
FIG. 2 is a side view of a head tie used in the method of constructing an outer wall according to the present invention.

【図3】本発明の外壁の構築工法の実施形態を示す上部
の側面図である。
FIG. 3 is a side view of an upper portion showing an embodiment of an outer wall construction method according to the present invention.

【図4】本発明の外壁の構築工法によるハーフPC板の
固定方法の縦断側面図である。
FIG. 4 is a vertical sectional side view of a method of fixing a half PC board by an outer wall construction method according to the present invention.

【図5】本発明の外壁の構築工法で使用するハーフPC
板の斜視図である。
FIG. 5 is a half PC used in the method of constructing an outer wall according to the present invention.
It is a perspective view of a board.

【図6】本発明の外壁の構築工法で使用するハーフPC
板に配筋するトラス筋の斜視図である。
FIG. 6 is a half PC used in the method of constructing an outer wall according to the present invention.
It is a perspective view of the truss reinforcement arranged on a board.

【図7】所定のクリアランスを確保して構築された外壁
の縦断側面図である。
FIG. 7 is a longitudinal sectional side view of an outer wall constructed by securing a predetermined clearance.

【符号の説明】[Explanation of symbols]

1…外壁 2…既存外壁 3…クリアランス 4…ハーフPC板 5…トラス筋 6…PC板 7…立ち上がり部 8…頭つなぎ金物 9…アンカーボルト 10…上向きのコ字形
の曲げ金物 11…下向きのコ字形の曲げ金物 12…長ナット 13…長尺ボルト 14…アングル材 15…ナット 16,16a…ワッシャ
ー 17…縦横筋 18…型枠 19…エサフォーム
DESCRIPTION OF SYMBOLS 1 ... Exterior wall 2 ... Existing exterior wall 3 ... Clearance 4 ... Half PC board 5 ... Truss bar 6 ... PC board 7 ... Standing part 8 ... Head connection hardware 9 ... Anchor bolt 10 ... Upside-down U-shaped bending metal 11 ... Downside Figure-shaped bending hardware 12 ... Long nut 13 ... Long bolt 14 ... Angle material 15 ... Nut 16,16a ... Washer 17 ... Longitudinal streak 18 ... Form 19 ... Esafoam

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 トラス筋の一部を埋め込んだハーフPC
板を外壁材として既存の建物の外壁の間に所定の間隔を
おいて、PC板側を既存外壁側に位置させて建て込み、
前記PC板の上部を既存外壁に頭つなぎ金物で固定し、
ハーフPC板の内側に後打ちコンクリートを打設して合
成壁を構築することを特徴とする外壁の構築工法。
1. A half PC in which a part of a truss bar is embedded.
With the board as the outer wall material, the PC board side is located on the existing outer wall side with a predetermined interval between the outer walls of the existing building, and built.
Fix the upper part of the PC board to the existing outer wall with a head tie,
A method of constructing an outer wall, wherein a composite wall is constructed by placing post-cast concrete inside a half PC board.
【請求項2】 頭つなぎ金物は既存外壁にアンカーボル
トで固定した上向きのコ字形の曲げ金物と、ハーフPC
板の上部に取り付ける下向きのコ字形の曲げ金物と、前
記下向きの曲げ金物の上部に取り付けた長ナットと、該
長ナットと前記上向きのコ字形の曲げ金物とを結合する
ボルトとで構成する請求項1記載の外壁の構築工法。
2. A head connecting hardware is an upward U-shaped bent metal fixed to an existing outer wall with an anchor bolt, and a half PC.
A downwardly bent U-shaped bent fitting attached to an upper portion of a plate, a long nut attached to an upper portion of the downwardly bent bent metal, and a bolt connecting the long nut and the upwardly bent U-shaped bent metal. Item 4. An outer wall construction method according to Item 1.
JP08089348A 1996-04-11 1996-04-11 Exterior wall construction method Expired - Fee Related JP3120143B2 (en)

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JP08089348A JP3120143B2 (en) 1996-04-11 1996-04-11 Exterior wall construction method

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Application Number Priority Date Filing Date Title
JP08089348A JP3120143B2 (en) 1996-04-11 1996-04-11 Exterior wall construction method

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JPH09279728A JPH09279728A (en) 1997-10-28
JP3120143B2 true JP3120143B2 (en) 2000-12-25

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Publication number Priority date Publication date Assignee Title
CN106677532A (en) * 2017-03-03 2017-05-17 李侠 Tie fixing piece for outer wall exterior formwork and floor formwork

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