JP2000096729A - Gasket for building, building, and its execution - Google Patents

Gasket for building, building, and its execution

Info

Publication number
JP2000096729A
JP2000096729A JP27201098A JP27201098A JP2000096729A JP 2000096729 A JP2000096729 A JP 2000096729A JP 27201098 A JP27201098 A JP 27201098A JP 27201098 A JP27201098 A JP 27201098A JP 2000096729 A JP2000096729 A JP 2000096729A
Authority
JP
Japan
Prior art keywords
building
deformable body
elastically deformable
gasket
tube
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.)
Pending
Application number
JP27201098A
Other languages
Japanese (ja)
Inventor
Junya Ishida
純也 石田
Kisaburo Iida
喜三郎 飯田
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.)
Shin Etsu Polymer Co Ltd
Shin Etsu Chemical Co Ltd
Original Assignee
Shin Etsu Polymer Co Ltd
Shin Etsu Chemical 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 Shin Etsu Polymer Co Ltd, Shin Etsu Chemical Co Ltd filed Critical Shin Etsu Polymer Co Ltd
Priority to JP27201098A priority Critical patent/JP2000096729A/en
Publication of JP2000096729A publication Critical patent/JP2000096729A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide gasket for building capable of securing airtightness and watertightness, buildings, and its execution by restricting deformation in width direction and making the work easier without changing the width dimension of an elastic deformable body. SOLUTION: This is a joint gasket 5 retaining airtightness or the like by a hollow elastic deformable body 6. It comprises a thick portion 8 formed at the upper portion of a peripheral wall in height direction, a partition wall 11 dividing and forming a pair of upper and lower hollow chambers 12 in the inner height direction of an elastic deformable body 6, a communicating hole 13 drilled in a partition wall 11 communicating a pair of hollow chambers 12, a flow hole 14 drilled in a lower portion of a side wall of the elastic deformable body 6, a tube 15 to be inserted to the flow hole 14, a portable aspirator connected to the tube 15, and a valve attached to the tube 15. And the elastic deformable body 6 is pressure-reduced in height direction during work, and compression in the width direction of the elastic deformable body 6 is restricted.

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、サッシ、ドア、又
は窓ガラスの施工、あるいはビルディングの外装仕上げ
や集合住宅の建築等に使用される建築用ガスケット、建
築物及びその施工方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 construction gasket, a construction, and a construction method used for construction of a sash, door, or window glass, exterior finishing of a building, construction of an apartment house, and the like. .

【0002】[0002]

【従来の技術】近年、中高層の建物の外装として、意匠
性、装飾性、及び耐火性等に優れる安価なPCカーテンウ
ォールが非常に多く使用されている。このPCカーテンウ
ォールを使用して外装をデザインする場合には、パネル
形式、スパンドレル形式、又は方立て形式等、様々な施
工法が用いられるが、その一つとして図10に示す柱・
梁形式の施工法がある。
2. Description of the Related Art In recent years, inexpensive PC curtain walls excellent in design, decoration, fire resistance and the like have been very often used as exteriors of middle and high-rise buildings. When designing the exterior using this PC curtain wall, various construction methods such as a panel type, a spandrel type, or a erected type are used.
There is a beam type construction method.

【0003】この図10の施工法で外装をデザインする
場合には、先ず、躯体の各柱にその外側から柱型のPC板
1をファスナを介して順次取り付け、この複数のPC板1
の間における所定寸法(例えば25mm)の目地(joint)4
にその外側から図示しない1次シール及びバックアップ
材を、内側から2次シール材である目地ガスケット5A
をそれぞれ適切に施工する。そして、躯体の各梁にその
外側から梁型のPC板2をファスナを介して順次取り付
け、その後、複数のPC板1、2の間における所定寸法の
目地4にその外側から図示しない1次シール及びバック
アップ材を、内側から目地ガスケット5Aをそれぞれ適
切に施工すれば、外装をデザインすることができる。
When designing an exterior by the construction method shown in FIG. 10, first, a pillar-shaped PC board 1 is sequentially attached to each pillar of a skeleton from the outside thereof through a fastener, and the plurality of PC boards 1 are mounted.
Joint 4 of predetermined dimension (for example, 25 mm) between
And a joint gasket 5A as a secondary seal material from the inside.
Is installed appropriately. Then, a beam-shaped PC board 2 is sequentially attached to each beam of the skeleton from the outside thereof through a fastener, and thereafter, a primary seal (not shown) is attached to the joint 4 having a predetermined dimension between the plurality of PC boards 1 and 2 from the outside thereof. If the joint material gasket 5A is appropriately applied from the inside to the backup material, the exterior can be designed.

【0004】柱型のPC板1と梁型のPC板2とは、1種軽
量コンクリート、各種の骨材、混和材料、及び水等を用
い、工場で養生・脱型して製造される。そして、目地4
を形成する接合部1a、2aに図示しない減圧溝や取付
溝3がそれぞれ成形され、この取付溝3に目地ガスケッ
ト5Aが接着剤を介して接着される。
The column-shaped PC board 1 and the beam-shaped PC board 2 are manufactured by curing and demolding at a factory using one kind of lightweight concrete, various aggregates, admixture materials, water and the like. And joint 4
Are formed on the joints 1a and 2a, respectively, and a joint gasket 5A is bonded to the mounting groove 3 with an adhesive.

【0005】目地ガスケット5Aは、図11(a)や図1
2(a)、(b)に示すように、高さ寸法40mm、幅寸法30m
mの断面ほぼ卵形で中空の弾性変形体6Aからなり、施
工の態様等に応じて棒形、L字形、又は枠形等に適宜成
形される。このような目地ガスケット5Aは、PC板1と
の突き合わせで変形し、気密性や水密性を保持する。
[0005] The joint gasket 5A is shown in FIG.
2 As shown in (a) and (b), the height is 40 mm and the width is 30 m
It is made of a hollow elastic deforming body 6A having a substantially oval cross section and is appropriately formed into a rod shape, an L shape, a frame shape, or the like according to a construction mode or the like. Such joint gaskets 5A are deformed by abutment with the PC board 1, and maintain airtightness and watertightness.

【0006】なお、この種の建築用ガスケット、建築物
及びその施工方法に関する先行技術文献として、特開平
8−128122号公報等があげられる。
Japanese Patent Application Laid-Open No. 8-128122 is a prior art document relating to this type of building gasket, building, and construction method.

【0007】[0007]

【発明が解決しようとする課題】従来における中高層の
建物は、以上のように複数の柱型のPC板1の間に梁型の
PC板2が後から引き込まれることにより、外装の施工さ
れることが少なくない。また、従来における目地ガスケ
ット5Aは、温度変化や地震等に伴う目地4の所定寸法
の変動を考慮し、高さ寸法が幅寸法や目地4の所定寸法
よりも長く成形されている。したがって、従来のこの種
の分野においては、以下のような問題があった。
As described above, a conventional middle-to-high-rise building has a beam-shaped structure between a plurality of pillar-shaped PC boards 1.
When the PC board 2 is pulled in later, the exterior is often installed. In addition, the joint gasket 5A in the related art has a height dimension longer than the width dimension and the predetermined dimension of the joint 4 in consideration of a change in a predetermined dimension of the joint 4 due to a temperature change, an earthquake, or the like. Therefore, in this type of conventional field, there are the following problems.

【0008】先ず第1に、梁型のPC板2が後から引き込
まれて柱型のPC板1に接触すると、図10(b)に示すよ
うに、目地ガスケット5Aがその幅方向に芯ずれした横
倒しの状態で大きく、かつ簡単に湾曲変形するので、PC
板2の反発力(例えば、PC板1枚当たり100kg以上)と
相俟って施工の著しい煩雑化や複雑化を招くこととな
る。第2に、目地ガスケット5Aが芯ずれして異常な形
態に変形すると、建物の安全性、気密性、及び又は水密
性を充分に確保することができなくなる。
First, when the beam-shaped PC board 2 is retracted and comes into contact with the pillar-shaped PC board 1, as shown in FIG. 10B, the joint gasket 5A is misaligned in its width direction. It is large and easily bends and deforms easily when lying down.
In combination with the repulsive force of the plate 2 (for example, 100 kg or more per PC plate), the construction becomes extremely complicated and complicated. Secondly, if the joint gasket 5A is misaligned and deformed into an abnormal shape, it becomes impossible to sufficiently secure the safety, airtightness, and / or watertightness of the building.

【0009】上記第1、第2の問題の解決手段として
は、弾性変形体6Aの幅寸法を長くして幅方向に対する
変形を抑制防止するという方法が考えられる。しかしな
がら、弾性変形体6Aの幅寸法を長くするという方法
は、PC板2の厚さ方向の制約、1次シール及びバックア
ップ材の存在、並びに減圧溝の占有スペース等から採用
することができない。したがって、上記問題の解決に際
しては、目地ガスケット5Aの幅寸法を大きく変更しな
いことが前提となる。
As a means for solving the first and second problems, a method of increasing the width of the elastically deformable body 6A to prevent deformation in the width direction can be considered. However, the method of increasing the width of the elastically deformable body 6A cannot be adopted due to restrictions in the thickness direction of the PC board 2, the presence of the primary seal and the backup material, the space occupied by the depressurizing groove, and the like. Therefore, in solving the above problem, it is assumed that the width dimension of the joint gasket 5A is not largely changed.

【0010】本発明は、上記問題に鑑みなされたもの
で、弾性変形体の幅寸法を大きく変更することなく、弾
性変形体の幅方向に対する変形を規制して施工の容易化
等を図り、気密性や水密性を充分に確保することのでき
る建築用ガスケット、建築物及びその施工方法を提供す
ることを目的としている。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned problems, and does not greatly change the width of the elastically deformable body but restricts the deformation of the elastically deformable body in the width direction, thereby facilitating the construction, etc. An object of the present invention is to provide a building gasket, a building, and a method for constructing the gasket, which can sufficiently ensure watertightness and watertightness.

【0011】[0011]

【課題を解決するための手段】請求項1記載の発明にお
いては、上記課題を達成するため、中空の弾性変形体に
より密封性を保持するものであって、上記弾性変形体の
内部高さ方向に複数の中空室を区画形成する隔壁と、こ
の隔壁に設けられて該複数の中空室を連ねる連通孔とを
含んでなることを特徴としている。なお、上記弾性変形
体の高さ方向における周壁の一部に厚肉部を形成し、こ
の厚肉部の肉厚を近傍の周壁の肉厚よりも厚肉とすると
ともに、少なくとも該厚肉部に最も近い中空室を断面ほ
ぼ亀甲形に形成し、該弾性変形体を高さ方向に変形さ
せ、該弾性変形体の幅方向に対する変形を規制すること
が好ましい。
According to the first aspect of the present invention, in order to achieve the above object, a hermetic seal is maintained by a hollow elastically deformable body, and the hollow elastically deformable body has an inner height direction. A plurality of hollow chambers, and a communication hole provided in the partition wall and connecting the plurality of hollow chambers. In addition, a thick portion is formed on a part of the peripheral wall in the height direction of the elastically deformable body, and the thickness of the thick portion is made thicker than the thickness of the surrounding peripheral wall, and at least the thick portion is formed. It is preferable that the hollow chamber closest to the above is formed in a substantially turtle-shaped cross section, the elastically deformable body is deformed in the height direction, and the deformation of the elastically deformable body in the width direction is regulated.

【0012】また、上記弾性変形体に設けられる流通孔
を備えることが好ましい。また、上記弾性変形体の外部
から上記流通孔に差し込まれるチューブを備えることが
望ましい。また、上記チューブに着脱自在に取り付けら
れる減圧手段を備えることが望ましい。また、上記チュ
ーブを流通する気体用の流通制御手段を備えると良い。
Further, it is preferable that a flow hole provided in the elastic deformation body is provided. In addition, it is desirable to provide a tube that is inserted into the flow hole from outside the elastic deformation body. Further, it is desirable to provide a decompression means detachably attached to the tube. Further, it is preferable to provide a flow control means for the gas flowing through the tube.

【0013】また、請求項7記載の発明においては、上
記課題を達成するため、建物の少なくとも一部を構築す
る建築構成材群と、この建築構成材群の目地に使用され
て気密性と水密性とを保持する目地ガスケットとを含ん
でなるものであって、上記目地ガスケットを請求項1、
2、3、4、5、又は6記載の建築用ガスケットとした
ことを特徴としている。
[0013] In order to achieve the above object, in the invention according to claim 7, a group of building components for constructing at least a part of a building, and airtightness and watertightness used for joints of the group of building components are provided. And a joint gasket that retains the properties of the joint gasket.
2, 3, 4, 5, or 6 is a building gasket.

【0014】さらに、請求項8記載の発明においては、
上記課題を達成するため、建物の少なくとも一部を建築
構成材群を組み合わせて構築する方法であって、建築構
成材の接合部に取り付けた請求項6記載の建築用ガスケ
ットにおける全中空室から上記チューブを介して上記減
圧手段に気体を排気して上記弾性変形体を高さ方向に圧
縮し、該チューブの気体の流通を上記流通制御手段で規
制して該弾性変形体の圧縮状態を維持する工程と、上記
建築構成材の接合部を他の建築構成材の接合部に隙間を
介して突き合わせる工程と、上記流通制御手段の規制を
解除して上記チューブから上記全中空室に気体を流入さ
せ、上記弾性変形体を復元させて上記他の建築構成材の
接合部に接触させる工程とを含んでなることを特徴とし
ている。
Further, in the invention according to claim 8,
In order to achieve the above object, it is a method of constructing at least a part of a building by combining a group of building materials, wherein the building gasket according to claim 6 is attached to a joint of the building materials. The gas is exhausted through the tube to the decompression means to compress the elastically deformable body in the height direction, and the flow of the gas in the tube is regulated by the flow control means to maintain the compressed state of the elastically deformable body. And a step of abutting a joint of the building components to a joining portion of another building component via a gap, and releasing the regulation of the flow control means to allow gas to flow from the tube into the entire hollow chamber. And restoring the elastically deformable body to come into contact with the joint of the other building component.

【0015】ここで、特許請求の範囲における弾性変形
体は、シリカ等の充填剤、有機過酸化物等の加硫剤、安
定剤、可塑性、補強剤、若しくは発泡剤等を必要に応じ
て加えたシリコーンゴム、シリコーンゴム発泡体、サー
モプラスチックエラストマー系、クロロプレンゴム、EP
DM系、又は発泡ウレタン等を用いて押出成形等の方法で
製造することができる。もちろん、この方法に限定され
るものではない。弾性変形体は、複数の算盤玉を直列接
続した断面形状、複数の小判を直列に並べた断面形状、
又はこれらに類似する断面形状に形成することが可能で
ある。この弾性変形体は、高さ寸法/幅寸法の比が1以
上でも、そうでなくとも良い。また、弾性変形体は、ほ
ぼ棒形、L字形、又は枠形等のほぼ密封構造に適宜形成
することができる。
Here, the elastically deformable body in the claims may contain a filler such as silica, a vulcanizing agent such as an organic peroxide, a stabilizer, a plasticity, a reinforcing agent, or a foaming agent as necessary. Silicone rubber, silicone rubber foam, thermoplastic elastomer, chloroprene rubber, EP
It can be produced by a method such as extrusion molding using a DM system or urethane foam. Of course, it is not limited to this method. The elastic deformable body has a cross-sectional shape in which a plurality of abacus balls are connected in series, a cross-sectional shape in which a plurality of ovals are arranged in series,
Alternatively, it can be formed in a cross-sectional shape similar to these. This elastically deformable body may or may not have a ratio of height dimension / width dimension of 1 or more. Further, the elastically deformable body can be appropriately formed into a substantially sealed structure such as a substantially bar-shaped, L-shaped, or frame-shaped.

【0016】建築用ガスケットという用語は、広義に理
解されなければならず、少なくともサッシやドアの気密
のために使用される気密ガスケット、建築構成材の目地
に使用される目地ガスケット、発泡体気密材、発泡体グ
レイジングガスケット、又は発泡体目地ガスケットが含
まれる。また、弾性変形体の(内部)高さ方向という文言
は、幅方向という文言と区別するための用語で、上下方
向を必ずしも意味しない。したがって、取り付け態様に
応じ鉛直方向、水平方向、奥方向、又は左右方向等を適
宜意味する。また、中空室は2以上であれば良い。ま
た、隔壁、連通孔、及び又は流通孔は、2以上でも良
い。また、断面ほぼ亀甲形には、断面ほぼ算盤玉形、小
判形、六角形、又はこれらに類似する形が含まれる。
The term architectural gasket must be understood in a broad sense, at least a gas-tight gasket used for sealing sashes and doors, a joint gasket used for joints of building components, a foam gas-tight material. , A foam glazing gasket, or a foam joint gasket. Further, the term "inside" the height direction of the elastically deformable body is a term for distinguishing it from the term "width direction", and does not necessarily mean the vertical direction. Therefore, it means a vertical direction, a horizontal direction, a depth direction, a left-right direction, or the like as appropriate according to the mounting mode. The number of the hollow chambers may be two or more. Further, the number of partition walls, communication holes, and / or circulation holes may be two or more. In addition, the substantially turtle-shaped cross section includes an abacus ball shape, an oval shape, a hexagonal shape, or a similar shape.

【0017】チューブ(例えば、直径5〜8mm、長さ1
00〜500mm等)は、可撓性を有する単数複数の管が
最も好ましいが、必ずしもこれに限定されるものではな
い。このチューブは、流通孔に着脱自在、あるいは固定
に差し込まれる。また、減圧手段としては、例えば、家
庭用掃除機、ファン、ブロワ、又はこれらとほぼ同様の
機能を有するもの等があげられる。また、流通制御手段
としては、単数複数のコック、各種バルブ、クリップ
体、栓、又はこれらとほぼ同様の機能を有するものがあ
げられる。クリップ体の具体例としては、開閉可能な一
対の挟持片をばね部材で閉方向に付勢するクリップ、断
面ほぼC字形のクリップ、又は断面ほぼU字形のクリッ
プ等がある。
A tube (for example, having a diameter of 5 to 8 mm and a length of 1
For example, a pipe having a flexibility of 100 to 500 mm) is most preferably, but not necessarily limited to, a single tube having a plurality of tubes. This tube is detachably or fixedly inserted into the flow hole. Examples of the decompression unit include a household vacuum cleaner, a fan, a blower, and a unit having substantially the same function as these. Examples of the flow control means include one or more cocks, various valves, clip bodies, stoppers, or those having substantially the same functions as these. Specific examples of the clip body include a clip for urging a pair of openable and closable holding pieces in a closing direction by a spring member, a clip having a substantially C-shaped cross section, a clip having a substantially U-shaped cross section, and the like.

【0018】建築物は、低層、中層、高層、又は超高層
の建物(特に、ビルディングや集合住宅等)をいうが、必
ずしもこれらに限定されるものではない。さらに、建築
構成材には、少なくともPCカーテンウォール、メタルカ
ーテンウォール等の各種カーテンウォール、各種形状の
PC板、現場打壁、サッシ、ドア、障子、枠体、又は下枠
等が含まれるが、必ずしもこれらに限定されない。さら
にまた、目地には、縦目地と横目地のいずれもが含まれ
る。
The building refers to, but is not necessarily limited to, a low-rise, middle-rise, high-rise, or super-high-rise building (particularly, a building or an apartment house). Furthermore, building materials include at least various types of curtain walls, such as PC curtain walls and metal curtain walls, and various shapes.
Examples include, but are not necessarily limited to, PC boards, cast-in-place walls, sashes, doors, shoji, frames, or lower frames. Furthermore, the joint includes both vertical joints and horizontal joints.

【0019】請求項1記載の発明によれば、中空室を仕
切る隔壁が弾性変形体の幅方向に指向するとともに、中
空室の高さ寸法/幅寸法の比を1以下とするので、弾性
変形体に外的負荷が作用しても、弾性変形体の幅方向に
対する変形が抑制あるいは防止される。したがって、弾
性変形体は、その高さ方向に変形して高さ寸法値を変更
するとともに、密封性を保持する。また、隔壁には連通
孔が貫通して設けられているので、高さ方向に対する変
形時に気体が一の中空室から他の中空室に、又は他の中
空室から一の中空室に流れる。
According to the first aspect of the present invention, the partition partitioning the hollow chamber is oriented in the width direction of the elastically deformable body, and the ratio of the height dimension to the width dimension of the hollow chamber is set to 1 or less. Even if an external load acts on the body, deformation of the elastically deformable body in the width direction is suppressed or prevented. Therefore, the elastically deformable body is deformed in the height direction to change the height dimension value and to maintain the sealing property. Further, since the communication hole is provided through the partition wall, gas flows from one hollow chamber to another hollow chamber or from another hollow chamber to one hollow chamber when deformed in the height direction.

【0020】また、請求項2記載の発明によれば、厚肉
部が近傍の周壁の肉厚よりも厚く形成されて剛性が向上
し、しかも、少なくとも厚肉部に最も近い中空室が平坦
部分を備えた断面ほぼ亀甲形なので、弾性変形体の変形
時に厚肉部が反ったり、厚肉部の両側部分が変形せずに
突出状態を呈することがない。
According to the second aspect of the present invention, the thick portion is formed thicker than the peripheral wall in the vicinity to improve rigidity, and at least the hollow chamber closest to the thick portion has a flat portion. Since the cross section is substantially turtle-shaped, the thick portion does not warp when the elastic deformable body is deformed, nor does both sides of the thick portion protrude without deformation.

【0021】また、請求項3記載の発明によれば、弾性
変形体の端面が開口している場合には、弾性変形体内の
気体は、中空室から流通孔や開口端面を通過して弾性変
形体の外部に流出する。これに対し、弾性変形体が端面
の閉塞されたほぼ密封構造の場合、弾性変形体内の気体
は、中空室から流通孔を通過して弾性変形体の外部に流
出する。また、請求項4記載の発明によれば、弾性変形
体内の気体は、中空室及びチューブを順次通過して弾性
変形体の外部に流出する。排気作業の対象が弾性変形体
ではなく、チューブなので作業が容易である。また、請
求項5記載の発明によれば、弾性変形体内の気体は、全
中空室及びチューブを順次通過して減圧手段に流出す
る。また、請求項6記載の発明によれば、流通制御手段
を操作すれば、チューブ内の気体を通したり、止めた
り、又は気体の流量等を自由にコントロールすることが
できる。
According to the third aspect of the present invention, when the end face of the elastically deformable body is open, the gas in the elastically deformable body passes through the flow hole or the open end face from the hollow chamber and is elastically deformed. Spills out of the body. On the other hand, when the elastically deformable body has a substantially hermetic structure in which the end face is closed, the gas in the elastically deformable body flows out of the hollow through the flow hole and out of the elastically deformable body. According to the fourth aspect of the present invention, the gas in the elastically deformable body flows out of the elastically deformable body through the hollow chamber and the tube sequentially. Since the object of the exhaust work is not an elastically deformable body but a tube, the work is easy. According to the fifth aspect of the present invention, the gas in the elastically deformable body sequentially flows through the entire hollow chamber and the tube and flows out to the pressure reducing means. According to the sixth aspect of the present invention, by operating the flow control means, the gas in the tube can be passed or stopped, or the flow rate of the gas can be freely controlled.

【0022】また、請求項7記載の発明によれば、弾性
変形体内の全中空室から気体が流通孔又はチューブ等を
通過して弾性変形体の外部又は減圧手段等に流れ出る
と、弾性変形体が高さ方向に変形する。この状態で目地
ガスケットを備えた建築構成材と他の建築構成材とを目
地を介して対向させると、目地寸法よりも弾性変形体の
寸法が短いので、弾性変形体と他の建築構成材との接触
を抑制あるいは防止することができ、建築構成材や弾性
変形体と他の建築構成材とを適切に組み合わせることが
できる。建築構成材と他の建築構成材とを対向させた
ら、弾性変形体の外部又は減圧手段等から気体を全中空
室に流通孔又はチューブ等を介して流入させれば、弾性
変形体が高さ方向に復元して他の建築構成材に正しい位
置で接触し、目地がシールされて建物の少なくとも一部
を構築することができる。
According to the seventh aspect of the present invention, when gas flows out of all the hollow chambers in the elastically deformable body, passes through the flow holes or tubes, and flows to the outside of the elastically deformable body or to the pressure reducing means, the elastically deformable body. Is deformed in the height direction. In this state, when the building component provided with the joint gasket and another building component are opposed to each other via the joint, the dimension of the elastic deformable body is shorter than the joint size. Can be suppressed or prevented, and a building component or an elastically deformable body can be appropriately combined with another building component. When the building component and another building component are opposed to each other, if the gas flows from outside of the elastic deforming body or from the decompression means into the entire hollow chamber through a circulation hole or a tube, the elastic deforming body has a height. The direction can be restored to contact the other building components in the correct position, and the joints can be sealed to build at least a portion of the building.

【0023】[0023]

【発明の実施の形態】以下、図面を参照して本発明の好
ましい実施形態を説明するが、本発明は以下の実施形態
になんら限定されるものではない。本実施形態における
建築物は、中高層の建物の外装を構築するPC板1、2群
と、このPC板1、2群の目地4に使用されて気密性と水
密性とを保持するシングルタイプの目地ガスケット5と
を備えている。そして、この建築用ガスケットである目
地ガスケット5を、弾性変形体6、厚肉部8、隔壁1
1、連通孔13、流通孔14、及びチューブ15から構
成するようにしている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will be described below with reference to the drawings, but the present invention is not limited to the following embodiments. The building in the present embodiment is a single type of PC boards 1 and 2 for constructing the exterior of a middle and high-rise building, and a single type that is used for joints 4 of the PC boards 1 and 2 to maintain airtightness and watertightness. And a joint gasket 5. Then, the joint gasket 5, which is a gasket for construction, is divided into an elastically deformable body 6, a thick portion 8, and a partition wall 1.
1, a communication hole 13, a flow hole 14, and a tube 15.

【0024】弾性変形体6は、図1ないし図4、及び図
6に示すように、耐火性、耐熱性、耐寒性、耐湿性、耐
薬品性、耐老化性、及び電気絶縁性等に優れるシリコー
ンゴム発泡体を用いた押出成形により、高さ寸法40m
m、幅寸法32mmの断面ほぼ8字形に成形されるととも
に、全体がL字形に成形されており、高さ方向(図2、
図3、又は図4の上下方向)に伸縮するよう機能する。
この弾性変形体6は、その高さ方向における上部がその
近傍の周壁7の肉厚(本実施形態では4mm)よりも厚い厚
肉部(本実施形態では6mm)8に成形されている。
The elastically deformable body 6 is excellent in fire resistance, heat resistance, cold resistance, moisture resistance, chemical resistance, aging resistance, electrical insulation and the like as shown in FIGS. Extrusion molding using silicone rubber foam, height dimension 40m
m, a cross section of 32 mm in width is formed into an almost figure-eight shape, and the whole is formed in an L-shape, in the height direction (FIG. 2,
It functions to expand and contract in the vertical direction in FIG. 3 or FIG.
The elastically deformable body 6 has an upper portion in the height direction formed into a thick portion (6 mm in the present embodiment) 8 thicker than the thickness (4 mm in the present embodiment) of the peripheral wall 7 in the vicinity thereof.

【0025】弾性変形体6の下部は、厚肉部8と同じ肉
厚(本実施形態では6mm)で平坦な取付座9に突出成形さ
れ、この取り付けの容易な取付座9の裏面がPC板2の周
縁部からなる接合部2aの取付溝3に図示しない接着剤
や粘着テープを介して施工前に固着、接着、あるいは着
脱自在に粘着される。また、弾性変形体6の両端面には
図2に示すように、シリコーンゴム発泡体製の蓋体10
(本実施形態では厚さ2〜3mm)がそれぞれ対応して接着
され、この一対の蓋体10が弾性変形体6をほぼ密封構
造の中空に構成する。
The lower part of the elastically deformable body 6 is formed so as to protrude from a flat mounting seat 9 having the same thickness (6 mm in the present embodiment) as the thick portion 8. It is fixed, adhered, or removably adhered to the mounting groove 3 of the joining portion 2a formed by the peripheral portion 2 via an adhesive or an adhesive tape (not shown) before the application. As shown in FIG. 2, a lid 10 made of a silicone rubber foam is provided on both end surfaces of the elastically deformable body 6.
(In the present embodiment, a thickness of 2 to 3 mm) are adhered to each other, and this pair of lids 10 constitutes the elastically deformable body 6 in a substantially sealed hollow.

【0026】隔壁11は、弾性変形体6の内部両側間に
一体的に架設成形され、弾性変形体6の内部高さ方向に
断面ほぼ亀甲形の中空室12を上下に一対区画形成す
る。隔壁11は、近傍の周壁7の肉厚と同じ肉厚(本実
施形態では4mm)に成形され、厚肉部8よりも薄肉に成
形されている。また、連通孔13は、蓋体10の接着前
に図示しないパンチャー等により隔壁11の端部に貫通
して穿孔され、一対の中空室12を連通して矢印で示す
エアの流通を許容する。
The partition 11 is integrally formed between both sides of the inside of the elastically deformable body 6 so as to form a pair of upper and lower hollow chambers 12 having a substantially turtle-shaped cross section in the height direction of the inside of the elastically deformable body 6. The partition 11 is formed to have the same thickness (4 mm in the present embodiment) as the thickness of the peripheral wall 7 in the vicinity, and is formed to be thinner than the thick portion 8. The communication hole 13 is pierced through the end of the partition wall 11 by a puncher or the like (not shown) before the lid 10 is bonded, and communicates with the pair of hollow chambers 12 to allow the flow of air indicated by an arrow.

【0027】流通孔14は、図3に示すように、弾性変
形体6の側壁下部に貫通して穿孔されている。この流通
孔14には同図に示すように、合成樹脂製で屈曲可能な
チューブ15が挿入され、このチューブ15の先端部に
は減圧手段である携帯用吸引器16が着脱自在に接続さ
れており、この携帯用吸引器16の動作で弾性変形体6
の全中空室12からチューブ15を通過して携帯用吸引
器16にエアが排気される。さらに、チューブ15には
簡易な構成のバルブ17が着脱自在に取り付けられ、こ
のバルブ17がチューブ15を流通するエアの流通や停
止を制御する。その他の部分については、従来例と同様
であるので説明を省略する。
As shown in FIG. 3, the flow hole 14 is formed by penetrating the lower part of the side wall of the elastically deformable body 6. As shown in the drawing, a flexible resin tube 15 made of synthetic resin is inserted into the flow hole 14, and a portable suction device 16 as a decompression means is detachably connected to the distal end of the tube 15. The operation of the portable suction device 16 causes the elastically deformable body 6 to move.
Air is exhausted from the entire hollow chamber 12 through the tube 15 to the portable suction device 16. Further, a valve 17 having a simple configuration is detachably attached to the tube 15, and the valve 17 controls the flow and stop of the air flowing through the tube 15. The other parts are the same as in the conventional example, and the description is omitted.

【0028】上記構成において、PC板1、2を使用して
建物の外装をデザインする場合には、先ず、図6(a)に
示す弾性変形体6の流通孔14にチューブ15を挿入
し、このチューブ15の先端部に携帯用吸引器16を取
り付けるとともに、チューブ15にバルブ17を取り付
ける。そして、携帯用吸引器16を3〜5秒程度動作さ
せる。
In the above configuration, when designing the exterior of the building using the PC boards 1 and 2, first, the tube 15 is inserted into the flow hole 14 of the elastic deformation body 6 shown in FIG. A portable suction device 16 is attached to the distal end of the tube 15, and a valve 17 is attached to the tube 15. Then, the portable suction device 16 is operated for about 3 to 5 seconds.

【0029】すると、弾性変形体6の全中空室12から
エアがチューブ15を通過して携帯用吸引器16に排気
され、弾性変形体6が高さ方向に減圧圧縮されて潰れる
(図6(b)参照)。こうして弾性変形体6を減圧圧縮した
ら、バルブ17を閉めて弾性変形体6の減圧圧縮状態を
維持し、チューブ15から携帯用吸引器16を取り外
す。
Then, air is exhausted from the entire hollow chamber 12 of the elastic deformable body 6 through the tube 15 to the portable suction device 16, and the elastic deformable body 6 is decompressed in the height direction and crushed.
(See FIG. 6 (b)). When the elastic deformable body 6 is decompressed and compressed in this manner, the valve 17 is closed, the decompressed state of the elastic deformable body 6 is maintained, and the portable suction device 16 is removed from the tube 15.

【0030】携帯用吸引器16を外したら、複数の柱型
のPC板1の間に梁型のPC板2を引き込んでセットする。
この際、弾性変形体6が目地4の所定寸法よりも短く低
いほぼ偏平状態を呈しているので、柱型のPC板1の接合
部1aになんら接触することがなく、複数の柱型のPC板
1の間に梁型のPC板2を隙間、換言すれば、目地4を介
し円滑、かつ簡単にセットすることができる。
After the portable suction device 16 is removed, the beam-shaped PC board 2 is pulled in between a plurality of column-shaped PC boards 1 and set.
At this time, since the elastically deformable body 6 has a substantially flat state that is shorter than the predetermined dimension of the joint 4 and does not contact the joint 1a of the columnar PC plate 1 at all, the plurality of columnar PCs The beam-shaped PC board 2 can be set smoothly and easily between the boards 1 through the gaps, in other words, the joints 4.

【0031】梁型のPC板2をセットしたら、バルブ17
を開けてチューブ15の流通規制を解除し、弾性変形体
6の減圧圧縮状態を元の状態に復帰させる。すると、外
部からエアがチューブ15を通過して弾性変形体6の全
中空室12に流入し、ほぼ偏平状態の弾性変形体6が高
さ方向に膨張して柱型のPC板1の接合部1aに正確、か
つ弾発的に圧接し、目地4がシールされて建物の外装が
適切に施工される(図6(c)参照)。これにより、建物の
安全性、気密性、及び又は水密性が充分に確保される。
以下、必要に応じて上記作業が繰り返される。その他の
施工作業については、従来例と同様であるので説明を省
略する。
When the beam-shaped PC board 2 is set, the valve 17
Is opened to release the flow restriction of the tube 15, and the decompressed and compressed state of the elastic deformable body 6 is returned to the original state. Then, air flows from the outside through the tube 15 into the entire hollow chamber 12 of the elastically deformable body 6, and the substantially flat elastically deformable body 6 expands in the height direction to join the columnar PC plate 1 to the joint. 1a is pressed accurately and resiliently, the joints 4 are sealed, and the exterior of the building is properly constructed (see FIG. 6 (c)). Thereby, the safety, airtightness, and / or watertightness of the building are sufficiently ensured.
Hereinafter, the above operation is repeated as necessary. The other construction work is the same as in the conventional example, and the description is omitted.

【0032】上記構成によれば、梁型のPC板2のセット
前に弾性変形体6が目地4の所定寸法よりも短い形態に
変形するので、梁型のPC板2が後から引き込まれても、
柱型のPC板1に接触することがなく、目地ガスケット5
がその幅方向(図2、図3、又は図4の左右方向)に芯ず
れした横倒しの状態で大きく湾曲変形するのを確実に防
止することができる。したがって、施工の著しい簡便
化、円滑化及び容易化、工事の短期化や省力化、並びに
工費の削減等を図ることが可能になる。また、摩耗に伴
う目地ガスケット5の損傷や脱落をきわめて有効に防止
することができる。
According to the above configuration, the elastic deformable body 6 is deformed into a form shorter than the predetermined dimension of the joint 4 before the setting of the beam-shaped PC board 2, so that the beam-shaped PC board 2 is pulled in from behind. Also,
Joint gasket 5 without contact with pillar-shaped PC board 1
Can be reliably prevented from being greatly bent and deformed in a state of side-down which is misaligned in the width direction (the left-right direction of FIG. 2, FIG. 3, or FIG. 4). Therefore, it is possible to remarkably simplify, smoothen, and facilitate the construction, shorten the construction and save labor, reduce the construction cost, and the like. In addition, the joint gasket 5 can be very effectively prevented from being damaged or dropped due to wear.

【0033】また、目地ガスケット5が芯ずれして異常
な形態に変形することが全くないので、建物の安全性、
気密性、水密性、防水性、防火性、遮音性、及び振動吸
収性の充分な確保が大いに期待できる。また、隔壁11
が各中空室12の高さ寸法/幅寸法の比を1以下とする
ので、簡易な構成で弾性変形体6の幅方向への減圧圧縮
をきわめて有効に防止することが可能になる。
Further, since the joint gasket 5 is not misaligned and deformed into an abnormal shape at all, the safety of the building is improved.
Airtightness, watertightness, waterproofness, fireproofness, sound insulation, and sufficient vibration absorption can be greatly expected. The partition 11
Since the ratio of the height dimension / width dimension of each hollow chamber 12 is set to 1 or less, it is possible to extremely effectively prevent the elastically deformable body 6 from being depressurized and compressed in the width direction with a simple configuration.

【0034】また、厚肉部8が近傍の周壁7や隔壁11
の肉厚よりも厚く成形され、しかも、各中空室12が断
面ほぼ亀甲形なので、図4(a)、(b)と図5(a)、(b)とを対
比すれば明白なように、減圧圧縮時における弾性変形体
6の上部の跳ね上がり(図5(b)の丸印参照)をきわめて
有効に防止することができる。以下、この点を詳説する
と、厚肉部8が近傍の周壁7の肉厚と同じ肉厚に成形さ
れ、厚肉部8に近接する上部の中空室12が断面ほぼ亀
甲形でない場合には、図5(a)、(b)に示すように、弾性
変形体6の上部両側が減圧圧縮時に跳ね上がり、圧縮寸
法が大いに不足することとなる。
In addition, the thick portion 8 is located near the peripheral wall 7 and the partition 11.
4 (a) and 4 (b) and FIGS. 5 (a) and 5 (b), as is apparent from the comparison between FIGS. 4 (a) and 4 (b) and FIGS. 5 (a) and 5 (b). In addition, it is possible to extremely effectively prevent the upper portion of the elastic deformation body 6 from jumping up (see the circle in FIG. 5B) during the decompression and compression. Hereinafter, this point will be described in detail. When the thick portion 8 is formed to have the same thickness as the thickness of the peripheral wall 7 in the vicinity, and when the upper hollow chamber 12 adjacent to the thick portion 8 is not substantially in the shape of a cross section, As shown in FIGS. 5 (a) and 5 (b), both sides of the upper portion of the elastically deformable body 6 jump up during the decompression and compression, and the compression size is largely insufficient.

【0035】これに対し、本実施形態によれば、厚肉部
8が近傍の周壁7の肉厚よりも厚く成形されて強度や剛
性が向上し、しかも、厚肉部8に近接する上部の中空室
12が平坦部分を備えた断面ほぼ亀甲形なので、図4
(a)、(b)に示すように、弾性変形体6を減圧圧縮して
も、弾性変形体6の上部中央が半円弧形に湾曲したり、
弾性変形体6の上部両側の跳ね上がりを有効に抑制防止
することができる。よって、圧縮寸法不足の解消が大い
に期待できる。
On the other hand, according to the present embodiment, the thick portion 8 is formed thicker than the peripheral wall 7 in the vicinity to improve the strength and rigidity. Since the hollow chamber 12 has a substantially turtle-shaped cross section with a flat portion, FIG.
As shown in (a) and (b), even if the elastic deformable body 6 is decompressed and compressed, the upper center of the elastic deformable body 6 may be curved in a semicircular shape,
It is possible to effectively suppress and prevent the upper both sides of the elastic deformation body 6 from jumping. Therefore, the elimination of insufficient compressed dimensions can be greatly expected.

【0036】また、弾性変形体6の幅寸法を長くする必
要性がないので、PC板1、2の薄肉化、1次シール及び
バックアップ材、並びにPC板1、2の減圧溝になんら悪
影響を及ぼすことがない。さらに、弾性変形体6の全中
空室12を連通孔13が連通し、しかも、全中空室12
のエアを携帯用吸引器16で吸引するので、何度も真空
排気作業を行う必要がなく、作業の簡素化や迅速化等を
図ることができる。さらにまた、弾性変形体6の側壁下
部、換言すれば、減圧圧縮時における弾性変形体6の最
大幅付近に流通孔14を穿孔しているので、気密性や水
密性等になんら支障を来すおそれがない。
Further, since there is no need to increase the width of the elastically deformable body 6, there is no adverse effect on the thinning of the PC plates 1 and 2, the primary seal and backup material, and the depressurizing grooves of the PC plates 1 and 2. Has no effect. Further, the communication hole 13 communicates with the entire hollow chamber 12 of the elastic deformation body 6, and furthermore, the entire hollow chamber 12
Since the air is sucked by the portable suction device 16, the evacuation operation does not need to be performed many times, and the operation can be simplified and speeded up. Furthermore, since the flow hole 14 is formed in the lower part of the side wall of the elastic deformable body 6, in other words, near the maximum width of the elastic deformable body 6 at the time of decompression and compression, there is no hindrance to airtightness, watertightness and the like. There is no fear.

【0037】次に、図7及び図8は本発明の第2の実施
形態を示すもので、この場合には、弾性変形体6の側壁
上部、換言すれば、減圧圧縮時における弾性変形体6の
最大幅付近に流通孔14を穿孔している。その他の部分
については、上記実施形態と同様であるので説明を省略
する。本実施形態においても、上記実施形態と同様の作
用効果が期待できるのは明らかである。
FIGS. 7 and 8 show a second embodiment of the present invention. In this case, the upper portion of the side wall of the elastically deformable body 6, in other words, the elastically deformable body 6 during compression under reduced pressure is used. Are formed in the vicinity of the maximum width. The other parts are the same as those in the above-described embodiment, and the description is omitted. It is clear that the present embodiment can expect the same operation and effect as the above embodiment.

【0038】次に、図9は本発明の第3の実施形態を示
すもので、この場合には、一対の目地ガスケット5、よ
り具体的には、一対の弾性変形体6を継手18を介して
ほぼL字形に接続するようにしている。継手18は、耐
火性、耐熱性、耐寒性、耐湿性、耐薬品性、耐老化性、
及び電気絶縁性等に優れるシリコーンゴム発泡体を用い
た押出成形で成形されたエルボ本体19を備えている。
この高さ方向に伸縮可能なエルボ本体19は、断面ほぼ
8字形に成形され、その両開口端面には上下一対の挿入
差込口20がそれぞれ一体的に突出成形されており、こ
の一対の挿入差込口20が弾性変形体6の両開口端面に
それぞれ対応して挿入され、接続機能を発揮する。その
他の部分については、上記実施形態と同様であるので説
明を省略する。
Next, FIG. 9 shows a third embodiment of the present invention. In this case, a pair of joint gaskets 5, more specifically, a pair of elastic deformable bodies 6 are connected via a joint 18. So that they are connected in an almost L-shape. The joint 18 has fire resistance, heat resistance, cold resistance, moisture resistance, chemical resistance, aging resistance,
And an elbow main body 19 formed by extrusion using a silicone rubber foam having excellent electrical insulation properties.
The elbow main body 19 which can be expanded and contracted in the height direction is formed into a substantially eight-shaped cross section, and a pair of upper and lower insertion insertion ports 20 are integrally formed on both end surfaces thereof, respectively. The insertion openings 20 are respectively inserted into both open end faces of the elastically deformable body 6 to perform a connection function. The other parts are the same as those in the above-described embodiment, and the description is omitted.

【0039】本実施形態においても、上記実施形態と同
様の作用効果が期待でき、しかも、一対の弾性変形体6
の端部をそれぞれ斜めにカットし、この一対の弾性変形
体6の傾斜端部を接着剤等で接着したりする必要性が全
くないので、施工の著しい簡便化、円滑化及び容易化、
工事の短期化や省力化、並びに工費の削減等を図ること
が可能になる。
In this embodiment, the same operation and effect as those of the above embodiment can be expected.
Are obliquely cut, and there is no need to bond the inclined ends of the pair of elastically deformable bodies 6 with an adhesive or the like. Therefore, the construction is significantly simplified, smoothed and facilitated.
It is possible to shorten the construction time, save labor, and reduce construction costs.

【0040】なお、上記実施形態では各中空室12を断
面亀甲形に成形したものを示したが、高さ方向に適切に
減圧圧縮するものであれば、下部の中空室12の断面形
を他の形に変更しても良い。また、上記実施形態では建
築用ガスケットを目地ガスケット5として使用したが、
他種類のガスケットとして使用したり、減圧しない場合
には、弾性変形体6の両端面の蓋体10を省略して弾性
変形体6をほぼ筒状棒形としても良い。さらに、上記実
施形態ではバルブ17を開けて外部からチューブ15に
エアを供給するものを示したが、減圧手段をエア圧送機
能をも備えたポンプ手段とし、このポンプ手段からエア
を弾性変形体6の全中空室12にチューブ15を介し供
給することも可能である。
In the above-described embodiment, each hollow chamber 12 is formed to have a turtle-shaped cross section. However, if it is appropriately decompressed and compressed in the height direction, the cross-sectional shape of the lower hollow chamber 12 may be changed. It may be changed to the form. In the above embodiment, the building gasket is used as the joint gasket 5,
When used as another type of gasket or when the pressure is not reduced, the elastically deformable body 6 may have a substantially cylindrical rod shape by omitting the lids 10 on both end surfaces of the elastically deformable body 6. Further, in the above embodiment, the valve 17 is opened and the air is supplied from the outside to the tube 15. However, the pressure reducing means is a pump means also having an air pressure sending function, and the air is supplied from the pump means to the elastic deformable body 6. Can be supplied to the entire hollow chamber 12 through a tube 15.

【0041】[0041]

【発明の効果】以上のように請求項1、2、3、4、
5、又は6記載の発明によれば、弾性変形体の幅寸法を
大きく変更することなく、弾性変形体の幅方向に対する
変形を規制して施工の容易化等を図ることができるとい
う効果がある。また、密封性を確保することが可能にな
る。さらに、請求項7又は8記載の発明によれば、建築
用ガスケットの幅方向に対する変形を規制して施工を容
易化し、建物の気密性や水密性を充分に確保することが
できる。
As described above, claims 1, 2, 3, 4,
According to the invention described in 5 or 6, there is an effect that the deformation in the width direction of the elastically deformable body can be regulated and the construction can be facilitated without largely changing the width dimension of the elastically deformable body. . In addition, it is possible to ensure the sealing performance. Furthermore, according to the invention of claim 7 or 8, the deformation in the width direction of the gasket for building is regulated to facilitate the construction, and the airtightness and watertightness of the building can be sufficiently ensured.

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

【図1】本発明に係る建築用ガスケット、建築物及びそ
の施工方法の実施形態を示す斜視説明図である。
FIG. 1 is a perspective explanatory view showing an embodiment of a building gasket, a building, and a method for constructing the same according to the present invention.

【図2】本発明に係る建築用ガスケット、建築物及びそ
の施工方法の実施形態を示す断面説明図である。
FIG. 2 is an explanatory cross-sectional view showing an embodiment of a building gasket, a building, and a construction method according to the present invention.

【図3】本発明に係る建築用ガスケット、建築物及びそ
の施工方法の実施形態における使用状態を示す断面説明
図である。
FIG. 3 is an explanatory cross-sectional view showing a usage state in the embodiment of the building gasket, the building, and the method of construction thereof according to the present invention.

【図4】本発明に係る建築用ガスケット、建築物及びそ
の施工方法の実施形態を示す説明図で、(a)図は弾性変
形体の変形前の状態を示す断面説明図、(b)図は弾性変
形体の変形後の状態を示す説明図である。
FIG. 4 is an explanatory view showing an embodiment of a building gasket, a building, and a construction method according to the present invention, wherein FIG. 4 (a) is a cross-sectional explanatory view showing a state before the elastic deformation body is deformed, and FIG. FIG. 4 is an explanatory view showing a state after the elastic deformation body is deformed.

【図5】本発明に係る建築用ガスケット、建築物及びそ
の施工方法の実施形態における不適切な断面形を備えた
弾性変形体を示す比較図で、(a)図は弾性変形体の変形
前の状態を示す説明図、(b)図は弾性変形体の変形後の
状態を示す説明図である。
FIG. 5 is a comparative view showing an elastically deformable body having an inappropriate cross-sectional shape in an embodiment of a building gasket, a building, and a method for constructing the same according to the present invention, wherein FIG. (B) is an explanatory view showing a state after the elastic deformation body has been deformed.

【図6】本発明に係る建築用ガスケット、建築物及びそ
の施工方法の実施形態における使用状態を示す説明図
で、(a)図は弾性変形体の変形前の状態を示す部分断面
説明図、(b)図は弾性変形体の変形後の状態を示す部分
断面説明図、(c)図は弾性変形体の復帰後の状態を示す
部分断面説明図である。
FIG. 6 is an explanatory view showing a use state in an embodiment of a building gasket, a building and a method for constructing the same according to the present invention, and FIG. 6 (a) is a partial cross-sectional explanatory view showing a state before deformation of an elastic deformation body; (b) is a partial cross-sectional explanatory view showing the state of the elastically deformable body after deformation, and (c) is a partial cross-sectional explanatory view showing the state of the elastically deformable body after restoration.

【図7】本発明に係る建築用ガスケット、建築物及びそ
の施工方法の第2の実施形態を示す斜視説明図である。
FIG. 7 is an explanatory perspective view showing a second embodiment of a building gasket, a building, and a method for constructing the same according to the present invention.

【図8】本発明に係る建築用ガスケット、建築物及びそ
の施工方法の第2の実施形態を示す断面説明図である。
FIG. 8 is an explanatory cross-sectional view showing a second embodiment of a building gasket, a building, and a method for constructing the same according to the present invention.

【図9】本発明に係る建築用ガスケット、建築物及びそ
の施工方法の第3の実施形態を示す斜視説明図である。
FIG. 9 is a perspective explanatory view showing a third embodiment of a building gasket, a building, and a construction method according to the present invention.

【図10】中高層の建物の外装の施工状態を示す説明図
である。
FIG. 10 is an explanatory diagram showing a construction state of an exterior of a middle- and high-rise building.

【図11】中高層の建物の外装の施工状態を示す要部説
明図で、(a)図は図10のXI-XI線拡大断面図、(b)図は
(a)図の目地ガスケットの突き合わせ時の変形状態を示
す拡大断面説明図である。
11 is an explanatory view of a main part showing a construction state of an exterior of a middle- and high-rise building. FIG. 11 (a) is an enlarged sectional view taken along line XI-XI of FIG. 10, and FIG.
(a) It is an expanded sectional explanatory view which shows the deformation state at the time of butting of the joint gasket of a figure.

【図12】従来の目地ガスケットを示す説明図で、(a)
図は変形前の状態を示す説明図、(b)図は目地ガスケッ
トの変形後の状態を示す説明図である。
FIG. 12 is an explanatory view showing a conventional joint gasket, and FIG.
The figure is an explanatory view showing a state before deformation, and the figure (b) is an explanatory view showing a state after deformation of the joint gasket.

【符号の説明】[Explanation of symbols]

1 柱型のPC板(建築構成材) 1a 接合部 2 梁型のPC板(建築構成材) 2a 接合部 4 目地 5 目地ガスケット(建築用ガスケット) 6 弾性変形体 7 近傍の周壁 8 厚肉部 10 蓋体 11 隔壁 12 中空室 13 連通孔 14 流通孔 15 チューブ 16 携帯用吸引器(減圧手段) 17 バルブ(流通制御手段) 18 継手 DESCRIPTION OF SYMBOLS 1 Column-shaped PC board (building component) 1a Joint 2 Beam-shaped PC board (building component) 2a Joint 4 Joint 5 Joint gasket (building gasket) 6 Elastic deformation object 7 Peripheral wall in the vicinity 8 Thick part DESCRIPTION OF SYMBOLS 10 Lid 11 Partition wall 12 Hollow chamber 13 Communication hole 14 Communication hole 15 Tube 16 Portable suction device (pressure reduction means) 17 Valve (flow control means) 18 Joint

フロントページの続き Fターム(参考) 2E001 DA01 DC02 DD05 DE01 DH07 DH29 EA03 FA04 FA24 FA52 FA53 HD01 HD03 KA03 LA03 LA04 LA16 LA20 MA04 MA08 MA18 MA19 QA01 Continued on front page F-term (reference) 2E001 DA01 DC02 DD05 DE01 DH07 DH29 EA03 FA04 FA24 FA52 FA53 HD01 HD03 KA03 LA03 LA04 LA16 LA20 MA04 MA08 MA18 MA19 QA01

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 中空の弾性変形体により密封性を保持す
る建築用ガスケットであって、 上記弾性変形体の内部高さ方向に複数の中空室を区画形
成する隔壁と、この隔壁に設けられて該複数の中空室を
連ねる連通孔とを含んでなることを特徴とする建築用ガ
スケット。
1. An architectural gasket for maintaining a sealing property by a hollow elastically deformable body, comprising: a partition wall for partitioning a plurality of hollow chambers in a height direction of an inside of the elastically deformable body; And a communication hole connecting the plurality of hollow chambers.
【請求項2】 上記弾性変形体の高さ方向における周壁
の一部に厚肉部を形成し、この厚肉部の肉厚を近傍の周
壁の肉厚よりも厚肉とするとともに、少なくとも該厚肉
部に最も近い中空室を断面ほぼ亀甲形に形成し、該弾性
変形体を高さ方向に変形させ、該弾性変形体の幅方向に
対する変形を規制するようにした請求項1記載の建築用
ガスケット。
2. A thick portion is formed on a part of the peripheral wall in the height direction of the elastically deformable body, and the thickness of the thick portion is made thicker than the thickness of a peripheral wall in the vicinity. 2. The building according to claim 1, wherein the hollow chamber closest to the thick portion is formed in a substantially turtle-shaped cross section, and the elastically deformable body is deformed in the height direction to restrict the deformation of the elastically deformable body in the width direction. Gasket.
【請求項3】 上記弾性変形体に設けられる流通孔を備
えてなる請求項1又は2記載の建築用ガスケット。
3. The building gasket according to claim 1, further comprising a flow hole provided in the elastic deformation body.
【請求項4】 上記弾性変形体の外部から上記流通孔に
差し込まれるチューブを備えてなる請求項3記載の建築
用ガスケット。
4. The building gasket according to claim 3, further comprising a tube inserted into the flow hole from outside the elastic deformation body.
【請求項5】 上記チューブに着脱自在に取り付けられ
る減圧手段を備えてなる請求項4記載の建築用ガスケッ
ト。
5. The architectural gasket according to claim 4, further comprising a pressure reducing means detachably attached to said tube.
【請求項6】 上記チューブを流通する気体用の流通制
御手段を備えてなる請求項4又は5記載の建築用ガスケ
ット。
6. The building gasket according to claim 4, further comprising flow control means for flowing gas through the tube.
【請求項7】 建物の少なくとも一部を構築する建築構
成材群と、この建築構成材群の目地に使用されて気密性
と水密性とを保持する目地ガスケットとを含んでなる建
築物であって、 上記目地ガスケットを請求項1、2、3、4、5、又は
6記載の建築用ガスケットとしたことを特徴とする建築
物。
7. A building comprising: a building component group for constructing at least a part of a building; and a joint gasket used for joints of the building component group to maintain airtightness and watertightness. A building, wherein the joint gasket is the building gasket according to claim 1, 2, 3, 4, 5, or 6.
【請求項8】 建物の少なくとも一部を建築構成材群を
組み合わせて構築する建築物の施工方法であって、 建築構成材の接合部に取り付けた請求項6記載の建築用
ガスケットにおける全中空室から上記チューブを介して
上記減圧手段に気体を排気して上記弾性変形体を高さ方
向に圧縮し、該チューブの気体の流通を上記流通制御手
段で規制して該弾性変形体の圧縮状態を維持する工程
と、 上記建築構成材の接合部を他の建築構成材の接合部に隙
間を介して突き合わせる工程と、 上記流通制御手段の規制を解除して上記チューブから上
記全中空室に気体を流入させ、上記弾性変形体を復元さ
せて上記他の建築構成材の接合部に接触させる工程とを
含んでなることを特徴とする建築物の施工方法。
8. A construction method for a building in which at least a part of a building is constructed by combining a group of building components, wherein the whole hollow chamber in the building gasket according to claim 6, which is attached to a joint of the building components. The gas is exhausted to the pressure reducing means through the tube to compress the elastically deformable body in the height direction, and the flow of the gas in the tube is regulated by the flow control means to change the compressed state of the elastically deformable body. Maintaining, joining the joints of the building components to the joints of the other building components via a gap, releasing the regulation of the flow control means and releasing the gas from the tube to the entire hollow chamber. And causing the elastically deformable body to recover and come into contact with the joint portion of the other building component material.
JP27201098A 1998-09-25 1998-09-25 Gasket for building, building, and its execution Pending JP2000096729A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27201098A JP2000096729A (en) 1998-09-25 1998-09-25 Gasket for building, building, and its execution

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27201098A JP2000096729A (en) 1998-09-25 1998-09-25 Gasket for building, building, and its execution

Publications (1)

Publication Number Publication Date
JP2000096729A true JP2000096729A (en) 2000-04-04

Family

ID=17507888

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27201098A Pending JP2000096729A (en) 1998-09-25 1998-09-25 Gasket for building, building, and its execution

Country Status (1)

Country Link
JP (1) JP2000096729A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007009038A (en) * 2005-06-30 2007-01-18 Kurabe Ind Co Ltd Foamed silicone rubber molded article
JP2010185192A (en) * 2009-02-10 2010-08-26 Hokukon Co Ltd Seal material for preventing water leakage and its construction method
JP2011064292A (en) * 2009-09-18 2011-03-31 Daiwa Kasei Kogyo Kk Cushion clip

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007009038A (en) * 2005-06-30 2007-01-18 Kurabe Ind Co Ltd Foamed silicone rubber molded article
JP2010185192A (en) * 2009-02-10 2010-08-26 Hokukon Co Ltd Seal material for preventing water leakage and its construction method
JP2011064292A (en) * 2009-09-18 2011-03-31 Daiwa Kasei Kogyo Kk Cushion clip

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