JP2984260B1 - Clearance seal structure in concrete formwork - Google Patents

Clearance seal structure in concrete formwork

Info

Publication number
JP2984260B1
JP2984260B1 JP27617098A JP27617098A JP2984260B1 JP 2984260 B1 JP2984260 B1 JP 2984260B1 JP 27617098 A JP27617098 A JP 27617098A JP 27617098 A JP27617098 A JP 27617098A JP 2984260 B1 JP2984260 B1 JP 2984260B1
Authority
JP
Japan
Prior art keywords
gap
variation
shielding piece
core
packing
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
JP27617098A
Other languages
Japanese (ja)
Other versions
JP2000104401A (en
Inventor
伸郎 林
幸徳 田村
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.)
NIPPON KOKAN RAITO SUCHIIRU KK
Sato Industry Co Ltd
Original Assignee
NIPPON KOKAN RAITO SUCHIIRU KK
Sato Kogyosyo 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 NIPPON KOKAN RAITO SUCHIIRU KK, Sato Kogyosyo Co Ltd filed Critical NIPPON KOKAN RAITO SUCHIIRU KK
Priority to JP27617098A priority Critical patent/JP2984260B1/en
Application granted granted Critical
Publication of JP2984260B1 publication Critical patent/JP2984260B1/en
Publication of JP2000104401A publication Critical patent/JP2000104401A/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Building Environments (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

【要約】 【課題】 取付部から隙間へ突出させた遮蔽片の高さを
隙間のばらつきのプラス側への最大寸法に圧縮代を加え
た高さに設定して、隙間のばらつきがプラス側へ大きく
ても遮蔽片により確実に密閉させて、2部材の間へモル
タル等が侵入することのないばらつきのある隙間用のパ
ッキンを提供する。 【解決手段】 2部材がばらつきのある隙間を有して配
置されるとき、前記隙間を材料の弾性変形を利用して密
閉させるパッキンであって、このパッキン13は、ゴム
等の弾性材料により取付部13aと遮蔽片13bとを一
体形成され、その取付部13aを一方の部材2の隙間に
対応する面に設けられた溝14へ嵌合し、遮蔽片13b
を隙間4のばらつきのプラス側への最大寸法に圧縮代を
加えた高さに設定したものである。
Abstract: PROBLEM TO BE SOLVED: To set a height of a shielding piece protruding from a mounting portion to a gap to a height obtained by adding a compression allowance to a maximum dimension on a plus side of the variation of the gap and to increase the gap to a plus side. Even if it is large, it is surely sealed by a shielding piece, and a packing for a gap having a variation without mortar or the like entering between two members is provided. SOLUTION: When two members are arranged with a gap that varies, the packing is a seal that seals the gap by utilizing elastic deformation of a material, and the packing 13 is attached with an elastic material such as rubber. The part 13a and the shielding piece 13b are integrally formed, and the mounting part 13a is fitted into a groove 14 provided on a surface corresponding to the gap of the one member 2, and the shielding piece 13b is formed.
Is set to the height obtained by adding the compression allowance to the maximum dimension of the variation of the gap 4 on the plus side.

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、コンクリート型枠
における隙間シール構造。詳しくは、中子と埋込金物と
の間に生ずるばらつきがある隙間をシールさせるのに適
したシール構造に関する。
The present invention relates to a concrete formwork.
Gap seal structure. For details, see the core and embedded hardware
Suitable for sealing gaps that vary between
Related to a sealed structure.

【0002】[0002]

【従来の技術】従来、コンクリート型枠における中子と
埋込金物の2部材がばらつきのある隙間を有して配置さ
れる場合でも、この隙間を密閉させるには、専ら、Oリ
ングが用いられていて、このOリング15は図7に示す
通りの円形断面に形成されて、その半分以上が一方の部
材16に設けた溝17へ嵌合され、残りの半分以下が溝
17から隙間18へのぞいて先端を他方の部材19によ
り圧縮された状態で隙間を密閉するものである。
2. Description of the Related Art Conventionally, a core and a concrete
Even when the two members of the embedded metal member are arranged with a gap that varies, an O-ring is exclusively used to seal the gap, and the O-ring 15 is as shown in FIG. It is formed in a circular cross section, and more than half thereof is fitted into the groove 17 provided on one member 16, and the other half or less is compressed into the gap 18 by the other member 19, and the tip is compressed by the other member 19. It seals the gap.

【0003】従って、隙間18の外側の部材19が鋳放
し品のような不正確なものであって、一方の部材16と
の隙間18にばらつきを生じても、マイナス側のばらつ
きは、図8に示すように密閉されて問題はない。しか
し、プラス側のばらつきが大きいと図9に示すようにO
リング15と部材19との間には空隙20ができて2部
材16,19の間へモルタル等を侵入させる問題点があ
る。
Therefore, even if the member 19 outside the gap 18 is inaccurate, such as an as-cast product, and the gap 18 between the member 16 and the other member 16 varies, the variation on the minus side is as shown in FIG. There is no problem as shown in the figure. However, if the variation on the positive side is large, as shown in FIG.
There is a problem that a gap 20 is formed between the ring 15 and the member 19 and mortar or the like enters between the two members 16 and 19.

【0004】[0004]

【発明が解決しようとする課題】前記問題点を解決する
ため本発明は、パッキンにおける遮蔽片の厚さと、高
さとを改善して、ばらつきがあるを隙間へ容易に挿入さ
れて、しかも、隙間のばらつきがプラス側に大きくて
も、この隙間を確実に密閉させて中子と埋込金物との間
へモルタル等を侵入させることがないコンクリート型枠
における隙間シール構造を提供する。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems , the present invention has been made to improve the thickness and height of a shielding piece in a packing.
To be easily inserted into gaps
In addition, even if the variation of the gap is large on the plus side, the concrete formwork that securely closes the gap and prevents mortar or the like from intruding between the core and the embedded metal.
To provide a gap sealing structure .

【0005】[0005]

【課題を解決するための手段】前記課題を解決するた
本発明に係るコンクリート型枠における隙間シール
構造は、下記の構成を採用することを特徴とする。コン
クリート製品を成形する型枠であって、内側に中子と埋
込金物とが一部分を重合するように取付けられていて、
中子と埋込金物との重合部に、寸法にばらつきがある隙
間が存在しているものにおいて、中子、または、埋込金
物の隙間に対応する部分に、この隙間に添わせた溝が形
成され、該溝に取付部を嵌合されるパッキンの遮蔽片
が、厚さを前記隙間の標準寸法よりも少し薄く、高さを
隙間のばらつきの最大寸法に圧縮代が加えられた高さに
形成されて、ばらつきがある隙間を確実に密閉できるも
のである。
In order to solve the above-mentioned problems, a gap seal in a concrete formwork according to the present invention is provided.
The structure adopts the following configuration. Con
A mold for forming cleat products.
The deposit is mounted so that a part of it is superimposed,
In the overlap between the core and the embedded metal, there is a gap
Cores or implants where there is a gap
At the part corresponding to the gap of the object, the groove along the gap is formed
And a shielding piece of a packing formed with the mounting portion fitted in the groove.
However, the thickness is slightly smaller than the standard size of the gap, and the height is
At the height where the compression allowance is added to the maximum size of the gap variation
It is formed and can reliably seal gaps with variations
It is.

【0006】[0006]

【発明の実施の形態】以下に本発明に係るコンクリート
型枠における隙間シール構造の実施形態を図面に基づい
て説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Concrete according to the present invention will be described below.
An embodiment of a gap seal structure in a mold will be described with reference to the drawings.

【0007】図において符号Aは、ばらつきがある隙間
を有する2部材を内部に配置したコンクリート型枠であ
る。このコンクリート型枠Aは、図1に示すように定盤
上に中子2が固定されており、側枠3には前記中子2
の一部を容入して中子2との間にモルタル等が侵入する
隙間4を生ずる埋込金物5が取り付けられている。そし
て、前記中子2と埋込金物5を型枠Aへ取り付けるに
は、側枠3と中子2と埋込金物5の重なり合う部分に通
し孔6、7、8を設け、これらの通し孔6、7、8に側
枠の外側から位置決め軸9を挿し通して、その内端に設
け雌ねじ10を中子2に固定されるナット11へ螺合さ
せ、このナット11と位置決め軸9に設けた鍔12とで
側壁3、中子2、埋込金物5を挟持させる方式を採用す
る。
[0007] In the drawing, reference numeral A is a concrete form in which two members having gaps having variations are arranged. In this concrete form A , a core 2 is fixed on a surface plate 1 as shown in FIG.
Recessed hardware 5 causing the gap 4 which mortar from entering mounted between the part and the core 2 by entering contents of. Then, in order to attach the core 2 and the embedded metal member 5 to the mold A, through holes 6, 7, 8 are provided in a portion where the side frame 3, the core 2, and the embedded metal member 5 overlap, and these through holes are provided. A positioning shaft 9 is inserted through the outer frame 6, 7, 8 from outside the side frame, and a female screw 10 provided at the inner end thereof is screwed into a nut 11 fixed to the core 2, and the nut 11 and the positioning shaft 9 are provided. The side wall 3, the core 2, and the embedded hardware 5 are sandwiched between the flange 12 and the flange 12.

【0008】図において符号13は、前記中子2と埋込
金物5との間に生ずる隙間4を密閉させるパッキンであ
る。このパッキンは、弾力性に優れる合成ゴムを材料と
して形成する。そして、その構成は、図2に示す通り中
子2の隙間に対応する部分に隙間4に添わせて設けた
溝14へ嵌合する取付部13aと、この取付部13aか
ら隙間4へ突出する遮蔽片13bとにより構成されるも
ので、前記遮蔽片13bの厚さは隙間4の標準寸法
りも少し薄く設定し、高さは隙間4のばらつきのプラス
最大寸法よりも遮蔽片13bの圧縮代だけ高くなる
ように設定して置く。こうすれば、埋込金物5が鋳放し
品等の不正確なものであるため、隙間4に面する部分が
凹凸であって隙間4の巾にマイナス側とプラス側にかな
りのばらつきを有していても、前述した高さに定められ
た遮蔽片13bは、ばらつきがマイナス側へ大きくても
図5に示す通り部材5に接触して隙間4を密閉すること
は勿論、プラス側へ大きくても図6に示す通り部材5に
接触して隙間4を密閉して中子2と埋込部材5の間へモ
ルタル等を侵入させることがない。
In FIG. 1, reference numeral 13 denotes a packing for sealing the gap 4 formed between the core 2 and the metal fitting 5. The packing is made of synthetic rubber having excellent elasticity. Then, the configuration includes a mounting portion 13a to be fitted in Sowase the gap 4 into the groove 14 provided in the portion corresponding to the gap 4 as core 2 shown in FIG. 2, or the attaching portion 13a
And a shielding piece 13b projecting from the
Therefore, the thickness of the shielding piece 13b is set to be slightly thinner than the standard dimension of the gap 4, and the height is smaller than the maximum dimension on the plus side of the variation of the gap 4 by the compression allowance of the shielding piece 13b. Set it to be higher. In this case, since the embedded metal member 5 is an inaccurate product such as an as-cast product, the portion facing the gap 4 is uneven, and the width of the gap 4 has a considerable variation between the minus side and the plus side. However, even if the variation is large toward the minus side, the shielding piece 13b set at the above-mentioned height contacts the member 5 to seal the gap 4 as shown in FIG. Also, as shown in FIG. 6, the gap 4 is closed by contacting the member 5 so that mortar or the like does not enter between the core 2 and the embedding member 5 .

【0009】[0009]

【発明の効果】前述した通り、本発明に係るコンクリー
ト型枠における隙間シール構造は、埋込金物が鋳放し品
等の不正確なものであるため、寸法にばらつきがあつて
も、この隙間内へ遮蔽片が容易に挿入されて、しかも、
ばらつきがプラス側に大きい場合でも、隙間を確実に密
閉して中子と埋込金物との間へモルタル等を侵入させる
ことがないものである。
As described above, the concrete concrete according to the present invention is used.
The clearance seal structure in the mold form is a product where the embedded metal is as-cast
Etc., the dimensions may vary.
Also, the shielding piece is easily inserted into this gap, and
Even if the variation is large on the plus side, make sure that the gap is tight.
It is closed so that mortar or the like does not enter between the core and the embedded metal object.

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

【図1】本発明に係るコンクリート型枠にける隙間シー
ル構造の実施形態を示す縦断正面図である。
FIG. 1 shows a gap sheet in a concrete formwork according to the present invention.
1 is a vertical sectional front view showing an embodiment of a screw structure .

【図2】同上型枠における中子と埋込金物との配置状態
を示す正面図である。
FIG. 2 is a front view showing an arrangement state of a core and an embedded metal part in the same formwork.

【図3】ばらつきのある隙間に適したパッキンの一例を
示す正面図である。
FIG. 3 is a front view showing an example of a packing suitable for a gap having variation.

【図4】同上パッキンを中子へ取付けた状態を示す一部
分の部分断面図である。
FIG. 4 is a partial cross-sectional view of a part showing a state in which the packing is attached to a core .

【図5】同上パッキンの遮蔽片が隙間のばらつきがマイ
ナス側へ大きい部分を密閉した状態を示す一部分の縦断
面図である。
FIG. 5 is a partial longitudinal sectional view showing a state in which the shielding piece of the packing seals a portion where the variation of the gap is large on the minus side.

【図6】同上パッキンの遮蔽片が隙間のばらつきがプラ
ス側へ大きい部分を密閉した状態を示す一部分の縦断面
図である。
FIG. 6 is a partial longitudinal sectional view showing a state where the shielding piece of the packing seals a portion where the variation of the gap is large to the plus side;

【図7】従来のOリングを一方の部材へ取付けた状態を
示す一部分の縦断正面図である。
FIG. 7 is a partial vertical front view showing a state where a conventional O-ring is attached to one member.

【図8】従来のパッキンで隙間のばらつきがマイナス側
へ大きい部分を密閉した状態を示す一部分の縦断側面図
である。
FIG. 8 is a longitudinal sectional side view of a part showing a state in which a portion where the variation of the gap is large on the minus side in the conventional packing is sealed.

【図9】従来のパッキンでは隙間のばらつきがプラス側
へ大きい部分が密閉されない状態を示す一部分の縦断正
面図である。
FIG. 9 is a longitudinal sectional front view of a part of a conventional packing in which a portion where the variation of the gap is large to the plus side is not sealed.

【符号の説明】[Explanation of symbols]

中子 4 隙間 5 埋込金物 13 パッキン 13a 取付部 13b 遮蔽片 14 溝2 core 4 gap 5 embedded metal 13 packing 13a mounting part 13b shielding piece 14 groove

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E04G 9/10 104 E04B 1/68 B28B 7/00 ──────────────────────────────────────────────────続 き Continued on the front page (58) Fields surveyed (Int. Cl. 6 , DB name) E04G 9/10 104 E04B 1/68 B28B 7/00

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 コンクリート製品を成形する型枠であっ
て、内側に中子と埋込金物とが一部分を重合するように
取付けられていて、中子と埋込金物との重合部に、寸法
にばらつきがある隙間が存在しているものにおいて、 中子、または、埋込金物の隙間に対応する部分に、この
隙間に添わせた溝が形成され、 該溝に取付部を嵌合されるパッキンの遮蔽片が、厚さを
前記隙間の標準寸法よりも少し薄く、高さを隙間のばら
つきのプラス側の最大寸法に圧縮代が加えられた高さに
形成されて、ばらつきがある隙間を確実に密閉できるも
のであることを特徴とするコンクリート型枠における隙
間シール構造。
1. A mold for molding a concrete product.
So that the core and the embedded metal partly polymerize inside
It is mounted, and the dimension is
In the case where there is a gap with variation in the core, or the part corresponding to the gap of the embedded hardware,
A groove is formed along the gap, and the thickness of the packing shielding piece in which the mounting portion is fitted in the groove is reduced.
A little thinner than the standard size of the gap, and the height is
To the height where the compression allowance was added to the maximum dimension on the plus side with
It is formed and can reliably seal gaps with variations
Gap in concrete formwork characterized by the fact that
Inter-seal structure.
JP27617098A 1998-09-29 1998-09-29 Clearance seal structure in concrete formwork Expired - Fee Related JP2984260B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27617098A JP2984260B1 (en) 1998-09-29 1998-09-29 Clearance seal structure in concrete formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27617098A JP2984260B1 (en) 1998-09-29 1998-09-29 Clearance seal structure in concrete formwork

Publications (2)

Publication Number Publication Date
JP2984260B1 true JP2984260B1 (en) 1999-11-29
JP2000104401A JP2000104401A (en) 2000-04-11

Family

ID=17565712

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27617098A Expired - Fee Related JP2984260B1 (en) 1998-09-29 1998-09-29 Clearance seal structure in concrete formwork

Country Status (1)

Country Link
JP (1) JP2984260B1 (en)

Also Published As

Publication number Publication date
JP2000104401A (en) 2000-04-11

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