JPS6164939A - building frame - Google Patents

building frame

Info

Publication number
JPS6164939A
JPS6164939A JP18655684A JP18655684A JPS6164939A JP S6164939 A JPS6164939 A JP S6164939A JP 18655684 A JP18655684 A JP 18655684A JP 18655684 A JP18655684 A JP 18655684A JP S6164939 A JPS6164939 A JP S6164939A
Authority
JP
Japan
Prior art keywords
board
wall
concrete
building frame
concrete 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
Application number
JP18655684A
Other languages
Japanese (ja)
Other versions
JPH0475326B2 (en
Inventor
中西 正俊
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.)
Shimizu Construction Co Ltd
Original Assignee
Shimizu Construction Co Ltd
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 Shimizu Construction Co Ltd filed Critical Shimizu Construction Co Ltd
Priority to JP18655684A priority Critical patent/JPS6164939A/en
Publication of JPS6164939A publication Critical patent/JPS6164939A/en
Publication of JPH0475326B2 publication Critical patent/JPH0475326B2/ja
Granted legal-status Critical Current

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  • Building Environments (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (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) 本発明は、PC板とこのPC板の内面に設けたコンクリ
ート壁体とからなる合成外壁を有する建物躯体に関する
DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a building frame having a composite outer wall consisting of a PC board and a concrete wall provided on the inner surface of the PC board.

(従来の技術) 一般に、鉄筋コンクリート造建物の躯体においてひびわ
nは避けることはできないが、コンクリート外壁に生ず
るひびわn原因の1つは、壁体コンクリートの乾燥収縮
と軸材(柱、梁)コンクリートの乾燥収縮との間に差が
あり、前者が後者より大きいために、壁体コンクリート
の乾燥収縮ひすみが軸材に鉤束さnることによる。壁体
の収縮16カ状態は、垂直方向は自N等によって圧縮側
となり、上記乾燥収縮の差による引張応力は取消される
か、水平方向はこの引張応力がその″!:徒残り、一般
に外壁に垂直方向にひびわれが発生する。
(Prior art) Generally, cracks cannot be avoided in the framework of reinforced concrete buildings, but one of the causes of cracks that occur in concrete exterior walls is drying shrinkage of wall concrete and shaft members (columns, beams). There is a difference between the drying shrinkage of concrete, and the former is larger than the latter, so the drying shrinkage strain of the wall concrete is hooked to the shaft material. In the shrinkage state of the wall, in the vertical direction, it becomes compressive due to natural N, etc., and the tensile stress due to the difference in drying shrinkage is canceled, or in the horizontal direction, this tensile stress is the same. Cracks occur in the vertical direction.

ところで従来より、鉄筋コンクリート造建物躯体におけ
る外壁の施工能率を高めるために、いわゆる合成外壁が
提案さnており、例えば特公昭54−31293号公報
のものがある。この例の外壁は、建物躯体外側にPC板
を位置させ、PC板の内側に現場打ちコンクリートによ
る鉄筋コンクリート壁体を設け、PC板と壁体とをPC
C板面から突設した逆V字形状の鉄筋を介して一体とし
たものである。
By the way, so-called synthetic exterior walls have been proposed in the past in order to improve the construction efficiency of exterior walls in reinforced concrete building frames, such as that disclosed in Japanese Patent Publication No. 31293/1983. For the exterior wall of this example, a PC board is placed on the outside of the building frame, a reinforced concrete wall made of cast-in-place concrete is provided inside the PC board, and the PC board and wall are connected using PC boards.
It is integrated through an inverted V-shaped reinforcing bar that protrudes from the surface of the C plate.

(発明が解決しようとする問題点) しかしながら上側の外壁においては、壁体コンクリート
の乾燥収縮による水平方向の引張力がPC板に伝播し、
PC板に垂直方向のひびわれが生じ、このため漏水事故
が発生し、外壁の耐久性が低下し、建物躯体の外観美が
損わnるなどの問題かある。
(Problem to be Solved by the Invention) However, in the upper outer wall, the horizontal tensile force due to drying shrinkage of the wall concrete propagates to the PC board.
Vertical cracks occur in the PC board, leading to water leakage, reducing the durability of the exterior walls, and damaging the exterior appearance of the building frame.

(問題点を解決するための手段) 本発明の建物躯体1は、躯体の外面に位置するPC板2
とこのPC板の内側に設けたコンクIJ +ト壁体3と
からなる合成外壁を有し、PC板の内面11Cはリブ2
aが突設してうって、このリブはPC板の幅全長に亘っ
てかつ水平方向に設けてりって、PC板と上記コンクリ
ート壁体とは連結体5で連結しており、PC板とコンク
リート壁体との接合部分にはコンクIJ −トjp1体
のひすみil P C板に伝播しない性質を有する杷C
灸験4が介設しているものである。そして上記連結一体
5はPC板2の内面より突設しかつ上記コンクリ−ト壁
体3の水平移動に追従可能である。
(Means for Solving the Problems) The building frame 1 of the present invention has a PC board 2 located on the outer surface of the frame.
It has a synthetic outer wall consisting of a concrete IJ and a wall body 3 provided inside this PC board, and the inner surface 11C of the PC board has ribs 2.
a is protruding, and this rib is provided horizontally over the entire width of the PC board, and the PC board and the concrete wall are connected by a connecting body 5, and the PC board At the joint between the concrete IJ and the concrete wall, there is a concrete IJ-JP single-piece crack.
This is mediated by Moxibustion Experience 4. The connecting body 5 projects from the inner surface of the PC board 2 and can follow the horizontal movement of the concrete wall 3.

(作用) コンクリート壁体3に生じたひびわnや変形が、水平方
向に長いリブ2aや絶縁膜4の存在によって、PC板2
に直接伝播せず、そして地震時に或いは温度便化によ、
リコンクリート壁体が水平方向にスライドしても、連結
体5を介してPC板がその影響を受けない。
(Function) Cracks and deformation occurring in the concrete wall 3 are caused by the presence of the horizontally long ribs 2a and the insulating film 4, causing the PC board 2
does not propagate directly, and during earthquakes or due to temperature changes,
Even if the reconcrete wall slides in the horizontal direction, the PC board is not affected by it via the connecting body 5.

(実施例) 以下本発明の一実施例を図面に基づいて続開する。(Example) An embodiment of the present invention will be explained below based on the drawings.

第1図において、建物躯体1は鉄筋コンクリート造であ
り、その外壁は外面側がPC板2であって、このPC板
の内面に所定厚の鉄筋コンクリート壁体3を配設した合
成外壁となっている。
In FIG. 1, a building frame 1 is constructed of reinforced concrete, and its outer wall is a composite outer wall with a PC board 2 on the outside and a reinforced concrete wall 3 of a predetermined thickness disposed on the inner surface of the PC board.

PC板2は、ガラスは維、炭素繊維、グラスチック可、
戒維等を用いた戯維桶強コンクリートで構成しである。
The PC board 2 can be made of glass, carbon fiber, or glass.
It is constructed of strong concrete made of clay and other materials.

PC板2の内面には、第2.3図に示すようにリブ2a
が水平方向にかつ全幅に亘って設けてあり、リブはPC
板の中間部分に2本、上下両端辺部分に谷1本ずつ計4
本が等間隔を置いて欠設しである。各リブ2aの対向側
の側面は、リブ間に向けて傾斜するテーバ面となってい
る。
The inner surface of the PC board 2 has ribs 2a as shown in Fig. 2.3.
is provided horizontally and over the entire width, and the ribs are PC
4 in total, 2 in the middle of the board and 1 in both the top and bottom edges.
Books are missing at equal intervals. The opposite side surface of each rib 2a is a tapered surface that slopes toward the space between the ribs.

リブ2aの間隔は、コンクリート壁体3のコンクリート
打設中の側圧によってPC板2が変形しないこと、また
建物畠体完底後にPC板が躯体外面側に凸に反らないこ
と勿考カ、して定める。PC板2の内面全面には絶縁膜
であるスリソブンート4が張設しである。このスリノブ
ンートは、PC板2へのコンク’J −ト壁体3及び現
場打ちによる鉄ηf1コンクリート梁8のコンクリート
部分の付着を妨げ、コンクリート壁体の圧縮にはある程
度耐え得るが、壁体コック’J −トの乾燥収縮ひ丁み
を直接PC板に伝播させない性質を肩するものである。
The spacing between the ribs 2a is determined to ensure that the PC board 2 will not be deformed by the lateral pressure during concrete pouring of the concrete wall 3, and that the PC board will not warp convexly toward the outside of the building frame after the building has been completed. shall be determined. The entire inner surface of the PC board 2 is covered with a slat 4 which is an insulating film. This Surinobunto prevents the adhesion of the concrete part of the concrete wall 3 and cast-in-place iron ηf1 concrete beam 8 to the PC board 2, and although it can withstand the compression of the concrete wall to some extent, the wall cock' This property is responsible for preventing the drying shrinkage of the J-t from directly propagating to the PC board.

鉄筋コンクリート壁体3ばPC板2の内面と対接し、リ
ブ2aによって結合し、リブの存在によって垂直方向は
固定されているが、リブに沿って水平方向にスライド可
能であり、PC板とは連結体となる連結ボルト5で連結
している。
The reinforced concrete wall 3 is in contact with the inner surface of the PC board 2 and is connected by the rib 2a, and is fixed vertically due to the presence of the rib, but can slide horizontally along the rib, and is connected to the PC board. They are connected by connecting bolts 5 that form the body.

この連結ボルトは、基端を予めPC板のリブ2aに埋入
し、先端をPCC板面から突設してし)るもので、コン
クリート壁体3の施工後ではPC板と壁体とを連結し、
施工中はセ・くレータ−として機能するものである。連
結ボルト5のPC板の1ノブ2a側の基部には、第3図
に示すようにコ′ム状体6を装着し、連結ボルト’fz
コンクリート壁体3の水平方向のスライドに壁体との相
対的関係(・・二おいて追従可能としている0 第1図において、コンクリート壁体3内に3ri:壁筋
7が、現場打ちコンクリート番でよる28内には梁肋9
がそ汎ぞれ配筋してりり、現場打ちによるコンクリート
スラブ10内にはスラブ筋11が配筋してろる〇 次に施工について説明する。
These connecting bolts have their base ends embedded in the ribs 2a of the PC board in advance and their tips protruding from the PCC board surface.After the concrete wall 3 is constructed, the PC board and the wall are connected. connect,
It will function as a center during construction. As shown in FIG. 3, a comb-shaped body 6 is attached to the base of the PC board of the connecting bolt 5 on the 1 knob 2a side, and the connecting bolt 'fz
The horizontal sliding of the concrete wall 3 can be followed by the relative relationship with the wall (...2). There is a beam rib 9 in the 28
Reinforcements are arranged in each area, and slab reinforcements 11 are arranged in the cast-in-place concrete slab 10. Next, construction will be explained.

躯体1の施工にあたっては、一層分毎に外壁、梁8及び
スラブ10を施工して行く。まずPC板2を所定位置に
設置し、設置と同時に又はそれ以後に壁筋7及び梁筋9
をVt筋し、その後連結ボルト5をオIJ用して内側壁
型枠全組立て、この型枠とPC板との間隔’z U(M
保し、そして梁型枠及びスラブ型枠をセットし、スラブ
筋11を配筋し、最後にPC板2と壁型枠、梁型枠との
間に、そしてスラブ型枠上にコンクリート1打込み、外
壁、梁8及びスラブ10’5施工する。上層についても
同様にして行う。
When constructing the frame 1, the outer walls, beams 8, and slabs 10 are constructed layer by layer. First, the PC board 2 is installed in a predetermined position, and the wall reinforcements 7 and beam reinforcements 9 are installed at the same time or after installation.
After that, assemble the inner wall formwork completely using connecting bolts 5 and the distance between this formwork and the PC board.
Then, set the beam formwork and slab formwork, arrange the slab reinforcement 11, and finally pour concrete between the PC board 2, wall formwork and beam formwork, and on the slab formwork. , External wall, beam 8 and slab 10'5 will be constructed. The same process is performed for the upper layer.

リブ2aの側面を必ずしもテーパ面とすることを要しな
いが、図示するように壁体コンクリートと係合するよう
に傾斜面とす扛ば、壁体コンクリートとの結合が強化さ
れる。
Although the side surfaces of the ribs 2a do not necessarily have to be tapered surfaces, if they are sloped so as to engage with the wall concrete as shown in the figure, the connection with the wall concrete will be strengthened.

絶稼換4の他の実施例として、第4図に示すようにPC
板2側の膜面に断熱膜4 a f配設してもよく、こう
すれば外壁内面の結r4等を防止できる。
As another embodiment of the non-operational switch 4, as shown in FIG.
A heat insulating film 4 a f may be provided on the film surface on the side of the plate 2, and in this way, condensation r4 etc. on the inner surface of the outer wall can be prevented.

また連結ボルト5を上側のように構成すれば、壁体コン
クリートの打設中はセパレーターとしての機能を有する
ので、コンクリートの側圧金堂けてPC板2が変形する
ことを防止できる。勿論、連結ボルトにこのよう?x株
能?持たせることを要しない。さらに連結ボルト5をリ
ブ2aから突設させnは、PC板2の薄肉化に寄与する
Furthermore, if the connecting bolts 5 are configured as shown above, they will function as a separator during the pouring of wall concrete, thereby preventing the PC board 2 from deforming due to the lateral pressure of the concrete. Of course, is this the case with the connecting bolt? x stock Noh? No need to carry it. Further, the provision of the connecting bolt 5 protruding from the rib 2a contributes to making the PC board 2 thinner.

建物躯体1は鉄骨鉄筋コンクリート造であってもよく、
必ずしも鉄筋コンクリート造に限定するものではない。
The building frame 1 may be made of steel reinforced concrete,
It is not necessarily limited to reinforced concrete construction.

(発明の効果) 以上説明したように本発明によれば、外壁のPC板内面
にリブを水平方向に突設したので、温度変化や壁体コン
クリートの乾燥収縮によるPC板のそりを防止でき、コ
ンクリート壁体の水平方向の引張応力のPC板への伝播
防止が図れ、こnでひびわれを防止でき、さらに絶縁膜
を張設し連結体がコンクリート壁体に追従可能としたこ
とにより施工後の地震時や温度変化tこよる壁体のスラ
イドを円滑にして、PC板のひびわnf抑制でき、した
がって漏水事故の問題はなく、外壁の耐久性の劣化を防
止でき、建物編体の長寿命化を図n1鳴体外観の美観を
長期的にi’(r保できる。
(Effects of the Invention) As explained above, according to the present invention, since ribs are provided horizontally protruding from the inner surface of the PC board of the outer wall, it is possible to prevent the PC board from warping due to temperature changes or drying shrinkage of the wall concrete. This prevents the horizontal tensile stress of the concrete wall from propagating to the PC board, thereby preventing cracking.Furthermore, by installing an insulating film and making it possible for the connecting body to follow the concrete wall, it is possible to prevent The sliding of walls caused by earthquakes and temperature changes can be smoothed, and cracks in the PC board can be suppressed.Therefore, there is no problem with water leakage, and deterioration of the durability of the exterior walls can be prevented, extending the life of the building structure. The beauty of the external appearance of the singing body can be maintained over the long term.

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

第1図は要部の縦断面図、 第2図1iPC板の一部切欠背面図、 第3図は連結ボルトの取付は状態を示す拡大断面図、 第4図は絶縁膜の他の実施例の取付は状態を示すシム大
断面図である。 l・・・建物躯体、2・・・PC板、2a・・リブ、3
・・・コンク’J −ト壁体、4・・・絶ねた膜、4a
・・・断熱膜、5・・連結体、6・・・ゴム状体。 以上 第1図 2:PC板 2:リプ 3 :]ンクリート壁体 4:糸色縁ハ輿 4α:断熱膜 5:違拮体
Figure 1 is a vertical cross-sectional view of the main parts, Figure 2 is a partially cutaway rear view of the 1iPC board, Figure 3 is an enlarged cross-sectional view showing how the connecting bolts are installed, and Figure 4 is another example of the insulating film. This is a large cross-sectional view of the shim showing the installation condition. l... Building frame, 2... PC board, 2a... Rib, 3
...Conch'J-to wall, 4...broken membrane, 4a
. . . Heat insulating membrane, 5. Connecting body, 6. Rubber-like body. Above Figure 1 2: PC board 2: Rip 3:] Concrete wall 4: Thread-colored border 4α: Heat insulating film 5: Antagonist

Claims (5)

【特許請求の範囲】[Claims] (1)PC板とこのPC板の内側のコンクリート壁とか
らなる合成外壁を有する建物躯体において、PC板の内
面に水平方向にかつ幅全長に亘る複数のリブを突設し、
PC板とコンクリート壁体とをPC板の内面より突設し
ている連結体で連結し、コンクリート壁体とPC板内面
との接合部分に絶縁膜を介設し、上記連結体はコンクリ
ート壁体の水平移動に追従可能であることを特徴とする
建物躯体。
(1) In a building frame having a composite exterior wall consisting of a PC board and a concrete wall inside the PC board, a plurality of ribs are provided horizontally on the inner surface of the PC board and extend over the entire width,
The PC board and the concrete wall are connected by a connecting body protruding from the inner surface of the PC board, an insulating film is interposed at the joint between the concrete wall and the inner surface of the PC board, and the connecting body is connected to the concrete wall. A building frame characterized by being able to follow the horizontal movement of.
(2)特許請求の範囲第1項において、リブの側面は壁
体コンクリートと係合するように傾斜面となつているこ
とを特徴とする建物躯体。
(2) The building frame according to claim 1, wherein the side surface of the rib is an inclined surface so as to engage with the wall concrete.
(3)特許請求の範囲第1項において、絶縁膜はPC板
側の膜面が断熱膜であることを特徴とする建物躯体。
(3) The building frame according to claim 1, wherein the insulating film has a film surface on the PC board side that is a heat insulating film.
(4)特許請求の範囲第1項において、連結体はリブよ
り突設してあることを特徴とする建物躯体。
(4) The building frame according to claim 1, wherein the connecting body projects from the rib.
(5)特許請求の範囲第1項又は第4項において、連結
体はコンクリート壁体の型枠を保持可能の連結ボルトで
あることを特徴とする建物躯体。
(5) A building frame according to claim 1 or 4, characterized in that the connecting body is a connecting bolt capable of holding the formwork of a concrete wall.
JP18655684A 1984-09-07 1984-09-07 building frame Granted JPS6164939A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18655684A JPS6164939A (en) 1984-09-07 1984-09-07 building frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18655684A JPS6164939A (en) 1984-09-07 1984-09-07 building frame

Publications (2)

Publication Number Publication Date
JPS6164939A true JPS6164939A (en) 1986-04-03
JPH0475326B2 JPH0475326B2 (en) 1992-11-30

Family

ID=16190584

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18655684A Granted JPS6164939A (en) 1984-09-07 1984-09-07 building frame

Country Status (1)

Country Link
JP (1) JPS6164939A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63289138A (en) * 1987-05-19 1988-11-25 大成建設株式会社 Concrete structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63289138A (en) * 1987-05-19 1988-11-25 大成建設株式会社 Concrete structure

Also Published As

Publication number Publication date
JPH0475326B2 (en) 1992-11-30

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