JPH0443585Y2 - - Google Patents

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Publication number
JPH0443585Y2
JPH0443585Y2 JP19568584U JP19568584U JPH0443585Y2 JP H0443585 Y2 JPH0443585 Y2 JP H0443585Y2 JP 19568584 U JP19568584 U JP 19568584U JP 19568584 U JP19568584 U JP 19568584U JP H0443585 Y2 JPH0443585 Y2 JP H0443585Y2
Authority
JP
Japan
Prior art keywords
sash
concrete
corner
prevention plate
attached
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
JP19568584U
Other languages
Japanese (ja)
Other versions
JPS61108785U (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 JP19568584U priority Critical patent/JPH0443585Y2/ja
Publication of JPS61108785U publication Critical patent/JPS61108785U/ja
Application granted granted Critical
Publication of JPH0443585Y2 publication Critical patent/JPH0443585Y2/ja
Expired legal-status Critical Current

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  • Building Environments (AREA)
  • Door And Window Frames Mounted To Openings (AREA)

Description

【考案の詳細な説明】 「産業上の利用分野」 本考案は、先付けサツシの隅角部周囲のコンク
リート壁にひび割れを生じないようにするための
防止板に関するものである。
[Detailed Description of the Invention] "Industrial Application Field" The present invention relates to a prevention plate for preventing cracks from occurring in a concrete wall around the corner of a front sash.

「従来技術」 コンクリート壁を形成するためのコンクリート
の打ち込みに先立つて、サツシ(建具枠)を型枠
に組み込んでおき、その後にコンクリートを打設
してコンクリート壁を形成し、コンクリートの打
設とともにサツシの取り付けをも完了させるとい
う先付け工法が一般に知られている。
``Prior art'' Prior to pouring concrete to form a concrete wall, a sash (joint frame) is assembled into the formwork, and then concrete is poured to form a concrete wall. A pre-installation method that also completes the installation of the sash is generally known.

「考案が解決しようとする問題点」 ところが一般に鉄筋コンクリートの建物では、
コンクリート打設後水和熱が発生し硬化後乾燥す
る。このため比表面の少さい柱や梁より、比表面
の大きい壁は収縮量が大きく、この歪量の違いに
よりひび割れを生ずることがあるが、特に開口の
あるときは開口隅角にひび割れが発生しやすい問
題があつた。
``The problem that the idea is trying to solve'' However, in general, in reinforced concrete buildings,
After concrete is placed, heat of hydration is generated, hardens, and then dries. For this reason, walls with a large specific surface shrink more than columns or beams with a small specific surface, and this difference in the amount of strain can cause cracks, but especially when there is an opening, cracks occur at the corner of the opening. I have an easy problem to solve.

そこで従来、この種のひび割れを防止するため
の構造として、表面部に応力緩和用の誘発目地を
形成したコンクリート壁、あるいは、内部に補強
筋やメツシユを設けたコンクリート壁等が知られ
るとともに、ひび割れを防止する手段として、先
付けサツシ周囲のコンクリート壁の表面部を木型
で被つて養生する手段等が知られているが、現
在、更に効率のよいひび割れ防止構造あるいは手
段の登場が望まれている状況である。
Conventionally, as structures for preventing this type of cracking, concrete walls with stress-relaxing induction joints formed on the surface, or concrete walls with internal reinforcing bars or meshes, etc., have been known. As a means to prevent this, methods such as curing the surface of the concrete wall around the pre-attached sash by covering it with a wooden mold are known, but there is currently a desire for a more efficient structure or means to prevent cracking. It's a situation.

「考案の目的」 本考案は、上述した事情に鑑みてなされたもの
で、先付けサツシ周囲のコンクリート壁のひび割
れを防止できるとともに、先付けサツシのゆがみ
を防止し、かつ、先付けサツシの隅角部の保護を
なしうるひび割れ防止板の提供を目的とする。
"Purpose of the invention" The present invention was made in view of the above-mentioned circumstances, and is capable of preventing cracks in the concrete wall surrounding the leading sash, as well as preventing distortion of the leading sash, and preventing the corners of the leading sash from being cracked. The purpose of this invention is to provide a crack prevention board that can provide protection.

「問題点を解決するための手段」 本考案は、先付けサツシの隅角部の外縁にまた
がつて合致するコーナ部を形成した板状をなし、
所要位置に透孔を形成してなるものである。
"Means for solving the problem" The present invention has a plate shape with a corner part that spans and matches the outer edge of the corner part of the front sash,
It is made by forming through holes at required positions.

「作用」 コーナ部を先付けサツシの隅角部に合致させて
隅角部の外側に固定された防止板は、サツシのゆ
がみを防止し、隅角部を保護するとともに、先付
けサツシの周囲に打設されるコンクリートの内部
に埋設されてひび割れを防止する。
``Function'' The prevention plate, which is fixed on the outside of the corner with its corner part aligned with the corner of the tip-attached sash, prevents distortion of the sash and protects the corner, and also protects the corner of the tip-attached sash. It is buried inside the concrete to prevent cracking.

「実施例」 第1図と第2図は、本考案の一実施例の防止板
1を先付けサツシ(建具枠)2の4つの隅角部2
aの各々に固定した状態を示すものである。先付
けサツシ2は、縦枠と横枠とを長方形状に組み付
け、各隅角部2aにコーナ補強材2bを取り付け
て構成されたもので、建築現場においてコンクリ
ート壁を形成するために組み付けられた型枠の所
定位置に取り付けられ、取り付け後にその周囲に
コンクリートの打設を行うことによつてコンクリ
ート壁を構築した場合に、コンクリートの打設と
同時に先付けサツシ2の取り付けをも完了させる
ように使用されるものである。上記防止板1は、
長方形状の鉄製の板体1Aからなり、板体1Aの
一つの角部には、上記先付けサツシ2の隅角部2
aの外縁にまたがつて合致する切欠状のコーナ部
1aが形成されるとともに、板体1Aには、板体
1aの一辺の長さに対して数分の一程度の長さの
直径を有する円状の透孔1bが数個形成される一
方、コーナ部1aに対向する側の板体1Aの外縁
部には、板体1Aの外縁部を板体1Aに対して直
交に折り返して折曲部1c,1cが形成され、折
曲部1c,1cの互いに接触する部分は溶接され
ている。そして、上記防止板1は、第2図に示す
ように、先付けサツシ2の各隅角部2aに設けた
コーナ補強材2bの外面の幅方向中央部にコーナ
部1aを密着させた状態で、コーナ部1aをコー
ナ補強材2bに溶接して固定されている。
``Example'' Figures 1 and 2 show a prevention plate 1 according to an embodiment of the present invention being attached to four corners 2 of a sash (joint frame) 2.
This shows the state in which each of a is fixed. The pre-attached sash 2 is constructed by assembling a vertical frame and a horizontal frame into a rectangular shape, and attaching corner reinforcing materials 2b to each corner 2a, and is a mold that is assembled to form a concrete wall at a construction site. When a concrete wall is built by being attached to a predetermined position on the frame and pouring concrete around it after installation, it is used to complete the installation of the first sash 2 at the same time as the concrete pouring. It is something that The above-mentioned prevention plate 1 is
It consists of a rectangular iron plate 1A, and one corner of the plate 1A has a corner 2 of the tip-attached sash 2.
A notch-shaped corner portion 1a is formed that spans and matches the outer edge of the plate 1A, and the plate 1A has a diameter that is approximately a fraction of the length of one side of the plate 1a. Several circular through holes 1b are formed, and the outer edge of the plate 1A on the side facing the corner 1a is bent by folding the outer edge of the plate 1A perpendicularly to the plate 1A. Portions 1c, 1c are formed, and portions of the bent portions 1c, 1c that contact each other are welded. As shown in FIG. 2, the prevention plate 1 has the corner portion 1a in close contact with the widthwise center portion of the outer surface of the corner reinforcing material 2b provided at each corner portion 2a of the tip-attached sash 2. The corner portion 1a is welded and fixed to the corner reinforcing member 2b.

上記の如く四隅に防止板1を取り付けた先付け
サツシ2は、建築現場において、コンクリート壁
を形成するための型枠内の所定位置に備えられ、
その後に、型枠にコンクリートを打設してコンク
リートを硬化させ、コンクリート壁を形成するこ
とによつてコンクリート壁に固定される。ここ
で、先付けサツシ2の隅角部2aは防止板1によ
つて保護されているために、上記作業中に先付け
サツシ2に不用意に力や衝撃を加えたとしても先
付けサツシ2が歪むことは殆どない。このため従
来は先付けサツシの隅角部に木型等を取り付けて
仮設養生を行う必要があつたことに比較して、本
考案の防止板1を用いた場合には木型の使用を最
小限に抑えて仮設養生費用を低減できる。また、
コンクリートの打設によつて防止板1はコンクリ
ート壁に埋設されることになるが、コンクリート
の乾燥収縮によりコンクリート壁開口隅角部に生
ずる引張り応力をこの防止板1が負担して多数の
細かい亀裂に分散させ、先付けサツシ2の隅角部
2aの周囲に目視出来る亀裂を効果的に少くし
て、ひび割れを防止するようになつている。さら
に、コンクリート壁に生じるひび割れはコンクリ
ート壁内に埋設される補強筋やスチールメツシユ
の助けによつて、従来の手法によるよりも更にひ
び割れを低減させることになる。
The pre-attached sash 2 with the prevention plates 1 attached to the four corners as described above is provided at a predetermined position within a formwork for forming a concrete wall at a construction site.
After that, concrete is poured into the formwork, the concrete is hardened, and a concrete wall is formed to be fixed to the concrete wall. Here, since the corner portion 2a of the tip-attached sash 2 is protected by the prevention plate 1, even if force or impact is carelessly applied to the tip-attached sash 2 during the above-mentioned work, the tip-attached sash 2 will not be distorted. There are almost no For this reason, compared to the conventional method where it was necessary to attach wooden molds to the corners of the first sash for temporary curing, when the prevention plate 1 of the present invention is used, the use of wooden molds can be minimized. Temporary curing costs can be reduced. Also,
When the concrete is poured, the prevention plate 1 will be embedded in the concrete wall, but the prevention plate 1 will bear the tensile stress generated at the corner of the concrete wall opening due to drying shrinkage of the concrete, resulting in many small cracks. This effectively reduces visible cracks around the corner portion 2a of the first sash 2, thereby preventing cracks. Furthermore, cracks that occur in concrete walls are further reduced with the aid of reinforcing bars and steel mesh embedded within the concrete walls than with conventional methods.

なお、防止板1の周囲にコンクリートを打設し
た際には、防止板1の表側と裏側の各コンクリー
トが透孔1bを介して接触した状態で乾燥するた
めに、打設したコンクリートと防止板1とはなじ
みよく接合する。
In addition, when concrete is poured around the prevention plate 1, the concrete on the front side and the back side of the prevention plate 1 are dried while being in contact with each other through the through holes 1b, so that the placed concrete and the prevention plate are It joins well with 1.

ところで、防止板1の形状は、第1図と第2図
に示す如き形成に限らず、第3図と第4図に示す
ような多角形状、あるいは第5図ないし第7図に
示すような略L字状でも差し支えない。なお、防
止板1の幅や大きさは、先付けサツシ2の周囲に
設けられる袖壁や小壁の邪魔にならない程度の値
に設定する。
By the way, the shape of the prevention plate 1 is not limited to the shape shown in FIGS. 1 and 2, but may be polygonal as shown in FIGS. 3 and 4, or as shown in FIGS. 5 to 7. It may be approximately L-shaped. The width and size of the prevention plate 1 are set to such a value that it does not interfere with the side walls and small walls provided around the front sash 2.

また、本考案の防止板1を従来のひび割れ防止
構造、および、防止手段と併用することは自由で
ある。したがつて、先付けサツシ2の周囲のコン
クリート壁に補強鉄筋やメツシユ等の埋設、ある
いは誘発目地の形成を行うことも自由である。
Furthermore, the prevention plate 1 of the present invention can be freely used in conjunction with conventional crack prevention structures and prevention means. Therefore, it is also possible to bury reinforcing reinforcing bars, mesh, etc. in the concrete wall around the pre-attached sash 2, or to form induced joints.

「考案の効果」 以上説明したように本考案の防止板は、先付け
サツシの隅角部の外縁にまたがつて合致するコー
ナ部を形成した板状をなし、所要位置に透孔を形
成してなるために、コーナ部を先付けサツシの隅
角部に合致させて隅角部に固定することによつ
て、先付けサツシのゆがみの発生を防止できると
ともに、隅角部を保護する。また、先付けサツシ
の周囲にコンクリートを打設してコンクリート躯
体を形成した場合に、隅角部の外側のコンクリー
ト躯体中に防止板が埋設されるために、防止板周
囲のコンクリート壁のひび割れを防止できる。更
に、防止板に形成した透孔は防止板の表裏側双方
のコンクリートを透孔を介して連続させるので、
打設したコンクリートは防止板となじみ良く接合
する。
"Effects of the invention" As explained above, the prevention plate of the invention has a plate shape with a corner part that straddles and matches the outer edge of the corner part of the tip-attached sash, and has through holes formed at predetermined positions. Therefore, by aligning the corner portion with the corner portion of the tip-attached sash and fixing it to the corner portion, it is possible to prevent the occurrence of distortion of the tip-attached sash and protect the corner portion. In addition, when concrete is poured around the pre-attached sash to form a concrete frame, the prevention plate is buried in the concrete frame outside the corner, preventing cracks in the concrete wall around the prevention plate. can. Furthermore, the holes formed in the prevention plate allow the concrete on both the front and back sides of the prevention plate to be continuous through the hole.
The poured concrete blends well with the prevention plate.

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

第1図と第2図は本考案の一実施例を示すもの
で、第1図は防止板を四隅に取り付けた先付けサ
ツシの正面図、第2図は防止板の先付けサツシに
対する取付状態を示す斜視図、第3図は防止板の
第2の例を示す正面図、第4図は防止板の第3の
例を示す正面図、第5図は防止板の第4の例を示
す正面図、第6図は防止板の第5の例を示す正面
図、第7図は防止板の第6の例を示す正面図であ
る。 1……防止板、1a……コーナ部、1b……透
孔、2……先付けサツシ(建具枠)、2a……隅
角部。
Figures 1 and 2 show an embodiment of the present invention. Figure 1 is a front view of a front sash with prevention plates attached to the four corners, and Figure 2 shows how the prevention plate is attached to the front sash. A perspective view, FIG. 3 is a front view showing a second example of a prevention plate, FIG. 4 is a front view showing a third example of a prevention plate, and FIG. 5 is a front view showing a fourth example of a prevention plate. , FIG. 6 is a front view showing a fifth example of the prevention plate, and FIG. 7 is a front view showing a sixth example of the prevention plate. 1...Preventing plate, 1a...corner part, 1b...through hole, 2...pre-attached sash (joint frame), 2a...corner part.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 先付けサツシの隅角部の外縁にまたがつて合致
するコーナ部が形成された板状をなし、コンクリ
ートが打設される前に先付けサツシの隅角部にコ
ーナ部を当接させて先付けサツシの外側に固定さ
れる防止板であつて、所要位置に透孔を形成して
なる先付けサツシ周囲のコンクリートのひび割れ
防止板。
It has a plate shape with a corner part that straddles and matches the outer edge of the corner of the first sash, and the corner part is brought into contact with the corner of the first sash before concrete is poured. This is a prevention plate fixed to the outside and has through holes formed at required positions to prevent concrete from cracking around the pre-attached sash.
JP19568584U 1984-12-24 1984-12-24 Expired JPH0443585Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19568584U JPH0443585Y2 (en) 1984-12-24 1984-12-24

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19568584U JPH0443585Y2 (en) 1984-12-24 1984-12-24

Publications (2)

Publication Number Publication Date
JPS61108785U JPS61108785U (en) 1986-07-10
JPH0443585Y2 true JPH0443585Y2 (en) 1992-10-14

Family

ID=30753288

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19568584U Expired JPH0443585Y2 (en) 1984-12-24 1984-12-24

Country Status (1)

Country Link
JP (1) JPH0443585Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007277939A (en) * 2006-04-07 2007-10-25 Kaneka Corp Window structure

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5255371B2 (en) * 2008-08-27 2013-08-07 鹿島建設株式会社 Construction method of concrete structure
JP6267495B2 (en) * 2013-11-22 2018-01-24 戸田建設株式会社 Crack control reinforcement and reinforced concrete using the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007277939A (en) * 2006-04-07 2007-10-25 Kaneka Corp Window structure

Also Published As

Publication number Publication date
JPS61108785U (en) 1986-07-10

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