JP3288351B2 - Connecting structure of inner wall components - Google Patents

Connecting structure of inner wall components

Info

Publication number
JP3288351B2
JP3288351B2 JP26167099A JP26167099A JP3288351B2 JP 3288351 B2 JP3288351 B2 JP 3288351B2 JP 26167099 A JP26167099 A JP 26167099A JP 26167099 A JP26167099 A JP 26167099A JP 3288351 B2 JP3288351 B2 JP 3288351B2
Authority
JP
Japan
Prior art keywords
wall
joiner
leakage prevention
water leakage
view
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
JP26167099A
Other languages
Japanese (ja)
Other versions
JP2001081798A (en
Inventor
博文 上田
一也 米田
源志 清宮
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.)
A&A Material Corp
Original Assignee
A&A Material Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by A&A Material Corp filed Critical A&A Material Corp
Priority to JP26167099A priority Critical patent/JP3288351B2/en
Publication of JP2001081798A publication Critical patent/JP2001081798A/en
Application granted granted Critical
Publication of JP3288351B2 publication Critical patent/JP3288351B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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、地上の建物、地下
室及び地下駐車場等における内壁構成部材、例えば漏水
防止壁の連結構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting structure of an inner wall component, for example, a water leakage prevention wall in a building, a basement, an underground parking lot, and the like on the ground.

【0002】[0002]

【従来の技術】この種の内部構造壁は、例えば特開平8
−68066号、特開平8−105067号公報等に開
示されている。これらは、漏水防止壁を備えた内壁構成
部材に関するもので、コンクリート壁の内壁面に漏水防
止壁を設け、漏水防止壁に設けられた通水路を通して、
水を排出するようになっている。漏水防止壁の形成は、
通常のコンクリート壁成形方法に従って、間隔を隔てて
配置した2列のコンクリート型枠によってコンクリート
打設領域を形成する。内壁面(室内側)となるコンクリ
ート型枠を通水路を有する漏水防止部材に置き換えてコ
ンクリート壁打設用型枠として用い、コンクリートが硬
化して型枠を除去する際に漏水防止部材は除去せず、内
壁としてそのまま使用している。現状において、通水路
を有する漏水防止部材で型枠壁を造る際、縦目地にはブ
チルゴムを挟み込み、裏面からの排水の染み出しを防止
し、横目地には結合用部材(以下ジョイナーという)と
ブチルゴムを併用して排水の染み出しを防いでいる。従
来の漏水防止部材の連結部における横ジョイナーを示す
縦断面図を図8に、連結部の縦目地部の横断面図を図9
に示す。図中1は内壁構成部材、例えば漏水防止部材で
ある。この漏水防止部材1は、表面板部材2、通水路部
材3、不織布からなる。8は横ジョイナー、9はブチ
ルゴムである。図面は、上部の漏水防止部材1′と下部
の漏水防止部材1″が横ジョイナー8によって位置決め
されて、接合している状態を示す。従来の構造による
と、図8に示すように、漏水防止部材1の表面板部材2
の内壁面2′に横ジョイナー8の端部8′が露出する。
図中13は、外側に設けた型枠であり、部材1と型枠1
3の間にコンクリートを打設し、建造物の壁体を形成す
る。
2. Description of the Related Art This kind of internal structure wall is disclosed in
-68066, JP-A-8-105067 and the like. These are related to the inner wall components having a water leakage prevention wall, provided with a water leakage prevention wall on the inner wall surface of the concrete wall, and through a water passage provided in the water leakage prevention wall,
It is designed to drain water. The formation of the water leakage prevention wall
According to the usual concrete wall forming method, a concrete placing area is formed by two rows of concrete forms arranged at intervals. The concrete formwork to be the inner wall (inside of the room) is replaced with a water leakage prevention member having a water passage, and is used as a concrete wall casting formwork. When the concrete hardens and the formwork is removed, the water leakage prevention member is removed. Not used as the inner wall. At present, when making the mold wall with leakage prevention member having a water passage, sandwiched butyl rubber vertically joints to prevent seepage of waste water from the back side, the horizontal joint between the coupling member (hereinafter referred to Joyner) Butyl rubber is used in combination to prevent seepage of wastewater. FIG. 8 is a longitudinal sectional view showing a horizontal joiner in a connecting portion of a conventional water leakage preventing member, and FIG. 9 is a transverse sectional view of a vertical joint portion of the connecting portion.
Shown in In the drawing, reference numeral 1 denotes an inner wall component, for example, a water leakage prevention member. The leakage prevention member 1, the surface plate member 2, the water passage member 3, made of non-woven fabric 4. 8 is a horizontal joiner and 9 is butyl rubber. The drawing shows a state in which an upper water leakage prevention member 1 'and a lower water leakage prevention member 1 "are positioned and joined by a horizontal joiner 8. According to a conventional structure, as shown in FIG. Surface plate member 2 of member 1
The end 8 'of the horizontal joiner 8 is exposed on the inner wall surface 2'.
In the figure, reference numeral 13 denotes a mold provided on the outside.
Concrete is poured in between 3 to form the wall of the building.

【0003】[0003]

【発明が解決しようとする課題】上述のように、従来技
術によると、漏水防止壁の表面には、漏水防止部材の連
結部に、結合用部材(以下ジョイナーという)が露出し
たままとなっている。このため、見栄えが悪く、内壁表
面を塗装やタイル仕上げしようとするときに邪魔にな
る。また、ゴムパッキンとしてブチルゴムを必要とする
ため、これをはめ込む作業手間がかかり、材料費用も
高くなる。
As described above, according to the prior art, a coupling member (hereinafter referred to as a "joiner") is exposed on the surface of the water leakage prevention wall at the connecting portion of the water leakage prevention member. I have. For this reason, the appearance is poor and it becomes an obstacle when trying to paint or tile the inner wall surface. Also requires butyl rubber as rubber packing
Therefore , it takes time and effort to fit the material, and the material cost increases.

【0004】[0004]

【課題を解決するための手段】上述した課題を解決する
ため、本発明では、内壁構成部材を連結する結合部材
が内壁構成部材の表面に現れないように、内壁構成部材
の表面板部材の裏面小口に結合用部材を納めるととも
に、ゴムパッキンを用いなくても水密性を保ち、漏水を
防止できる構造とする。
To solve the problems described above SUMMARY OF THE INVENTION In the present invention, coupling members for connecting the inner wall configuration member so as not to appear on the surface of the inner wall configuration member, the surface plate member of the inner wall configuration member together the pay coupling member on the back Oguchi
In addition, watertightness is maintained without using rubber packing to prevent water leakage.
The structure shall be such that it can be prevented .

【0005】[0005]

【実施例】本発明は図1、図2に示すように、表面板
部材2例えば繊維補強セメント板、金属板その他の不燃
性板部材を、通水路をもつ裏面部材例えば中空通水路を
もつプラスチック成形体3に、接着剤によって接合して
漏水防止部材1を構成する。そのさい表面板部材2の
部の裏面とプラスチック成形体3によって小口10を
設けておく。漏水防止部材1の組立時に、横ジョイナー
5および縦ジョイナー6とも表面板部材2の裏面に設け
た小口10に納める。これによって、上下の漏水防止部
材1′,1″が接合される。ジョイナーの表面板部材2
側の端部は内壁面に現れない。また、通水路3′を構成
している材料の長さを表面板部材2よりジョイナー5お
よび6の厚さ分短く形成しておく。それによって接合状
態における表面板部材2の目地突き合わせが良くなり、
ゴムパッキンが無くとも内壁面への漏水は防ぐことが
できる。また、横ジョイナー5は、排水(矢印で示す)
の通水路を横切ることとなり、排出される水を妨げるた
め、図4から図7に示すように穴の空いたジョイナーを
用いる。縦ジョイナー6は、排水穴を設ける必要はな
い。漏水実験として、縦ジョイナーに図2のH型ジョイ
ナー6、横ジョイナーに図1のH型ジョイナー5および
図3の改良H型ジョイナー7を用いた。このジョイナー
7は、表部材2に面する上側立ち上がり7′を長く
したものである。これに対応して、表面板部材2の小口
10も大きくする。比較用として縦横目地とも図8、図
9で示す従来の構造も含めた。また、図10のように、
コンクリート打設の替わりに、合板11と漏水防止板1
を間隔を置いて配置し、両合板の間に砂12を入れてテ
スト壁を造った。そして壁上端部より水を10リットル
/分、流入させた。1時間後でも目地部からの漏水はな
く、本発明のジョイナーを用いて漏水防止壁を形成して
も漏水しないことを示すことができた。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS As shown in FIGS. 1 and 2 , the present invention comprises a front plate member 2 such as a fiber reinforced cement plate, a metal plate and other non-combustible plate members, and a back member having a water passage such as a hollow water passage. The leakage prevention member 1 is formed by bonding to the plastic molded body 3 with an adhesive. The end of the surface plate member 2
A fore edge 10 is provided by the back surface of the contact portion and the plastic molded body 3 . At the time of assembling the water leakage prevention member 1, both the horizontal joiner 5 and the vertical joiner 6 are housed in the fore-edge 10 provided on the back surface of the front plate member 2. As a result, the upper and lower water leakage prevention members 1 'and 1 "are joined. The surface plate member 2 of the joiner
The side end does not appear on the inner wall. Further, the length of the material forming the water passage 3 ′ is shorter than the surface plate member 2 by the thickness of the joiners 5 and 6 . Thereby joined
Joint of the surface plate member 2 in the state is improved,
Leakage to the inner wall surface without the rubber packing grayed can be prevented. Also , the horizontal joiner 5 drains (indicated by an arrow)
In order to obstruct the discharged water, a joiner having a hole as shown in FIGS. 4 to 7 is used. The vertical joiner 6 does not need to have a drain hole.
No. As leakage experiment, Form H Joiner 6 of the vertical joiner 2, the transverse joiner with improvements H type Joyner 7 H-shaped joiner 5 and 3 in Figure 1. This joiner
7 is obtained by extending the upper rise 7 'facing the front surface plate member 2. Correspondingly, the edge of the surface plate member 2
10 is also increased. For comparison, the vertical and horizontal joints also include the conventional structure shown in FIGS . In addition, as shown in FIG. 10,
Plywood 11 and water leakage prevention plate 1 instead of concrete casting
Were spaced and sand 12 was placed between the plywood to make a test wall. Then, water was allowed to flow in at a rate of 10 liters / minute from the upper end of the wall. Even after one hour, there is no leakage from the joint
In addition, it was shown that no water leakage was caused by forming a water leakage prevention wall using the joiner of the present invention.

【0006】[0006]

【発明の効果】本発明によれば、内壁構成部材を連結す
る結合用部材が内壁構成部材の表面に現れない構造にす
ることにより、内壁表面の見栄えは良くなり、また、裏
面部材の長さをジョイナーの厚さに対応して短く形成し
てあるので、漏水防止部材の接合時に表面部材の目地突
き合せが良くなり、ゴムパッキンを設けなくても漏水を
防ぐことができ、施工を安価にすることができる。
According to the present invention, by the structure coupling member for connecting the inner wall configuration member does not appear on the surface of the inner wall configuration member, the appearance of the inner wall surface better, also, back
Make the length of the face member short according to the thickness of the joiner.
Of the surface member when joining the water leakage prevention member.
Improves tightness and prevents water leakage even without rubber packing.
Can be prevented and the construction can be inexpensive .

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

【図1】横ジョイナーが用いて漏水防止部材を構成した
場合の本発明による、内壁構成部材連結部の縦断面図。
FIG. 1 shows a water leakage prevention member formed by a horizontal joiner .
According to the present invention when a longitudinal sectional view of the inner wall configuration member connecting portion.

【図2】縦ジョイナーを用いて漏水防止部材を構成した
場合の本発明による、内壁構成部材連結部の横断面図。
[FIG. 2] A water leakage prevention member is configured using a vertical joiner .
According to the present invention when a cross-sectional view of the inner wall configuration member connecting portion.

【図3】図1に対応する、本発明による、他の実施例
内壁構成部材連結部の縦断面図。
[3] corresponds to FIG. 1, according to the present invention, longitudinal sectional view of <br/> inner wall configuration member connecting portion of another embodiment.

【図4】横ジョイナーの断面図および正面図の一例を示
す図。
FIG. 4 shows an example of a cross-sectional view and a front view of a horizontal joiner.

【図5】横ジョイナーの断面図および正面図の一例を示
す図。
FIG. 5 is a diagram showing an example of a cross-sectional view and a front view of a horizontal joiner.

【図6】横ジョイナーの断面図および正面図の一例を示
す図。
FIG. 6 shows an example of a cross-sectional view and a front view of a horizontal joiner.

【図7】横ジョイナーの断面図および正面図の他の一例
を示す図。
FIG. 7 is a diagram showing another example of a cross-sectional view and a front view of the horizontal joiner.

【図8】従来の内壁構成部材連結部の縦断面図。FIG. 8 is a longitudinal sectional view of a conventional inner wall component connecting portion.

【図9】従来の内壁構成部材連結部の縦目地部の横断面
図。
FIG. 9 is a cross-sectional view of a vertical joint portion of a conventional inner wall component connecting portion.

【図10】実施例に用いたテスト壁の縦断面。FIG. 10 is a longitudinal section of a test wall used in an example.

【符号の説明】[Explanation of symbols]

1 漏水防止部材 2 表面板部材 3 通水路部材 4 不織布 5 本発明に用いた横ジョイナー 6 本発明に用いた縦ジョイナー 7 本発明に用いた変形した横ジョイナー 8 従来の横ジョイナー 9 ブチルゴム 10 ジョイナー挿入切り欠き溝(小口) 11 合板 12 砂Horizontal Joiner 8 conventional lateral joiner 9 rubber 10 Joyner inserted deformed using the vertical joiner seven invention used in the lateral joiner six invention used in 1 leakage prevention member 2 surface plate 3 water channel member 4 nonwoven five invention use cutout groove (small) 11 plywood 12 sand

フロントページの続き (56)参考文献 特開 平10−266233(JP,A) 特開2000−87381(JP,A) 特開 平10−88588(JP,A) (58)調査した分野(Int.Cl.7,DB名) E02D 31/02 E02D 29/00 Continuation of front page (56) References JP-A-10-266233 (JP, A) JP-A-2000-87381 (JP, A) JP-A-10-88588 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) E02D 31/02 E02D 29/00

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 表面板部材と裏面部材を含む部材を接合
した構造物用の内壁構成部材を用い、これら部材を端接
させながら内壁を形成するさいに端接部に表面板部材
と裏面部材によって小口を形成し、かつ裏面部材の長さ
を表面部材より結合部材の厚さ分短くし、前記小口に縦
方向にはH型結合部材、横方向には穴の空いたH型結合
部材の端部を係合させて内壁を構成することを特徴とす
る構造物用の内壁構成部材の連結構造。
1. A member including a front plate member and a back member, which are joined together.
When the inner wall is formed while the members are being in contact with each other, an edge is formed by the front plate member and the back member at the end contact portion, and the length of the back member is used.
Shorter than the surface member by the thickness of the joining member, and
H-shaped coupling member in the direction, H-shaped coupling with holes in the horizontal direction
A connection structure of an inner wall component for a structure, wherein an end of the member is engaged to form an inner wall .
【請求項2】 内壁構成部材が不燃性パネルからなる表
面板部材と通水路を有する合成樹脂製の裏面部材との積
層部材からなることを特徴とする請求項1記載の構造物
用の内壁構成部材の連結構造。
2. The inner wall structure for a structure according to claim 1, wherein the inner wall member is a laminated member of a front plate member made of a noncombustible panel and a synthetic resin back member having a water passage. Member connection structure.
JP26167099A 1999-09-16 1999-09-16 Connecting structure of inner wall components Expired - Fee Related JP3288351B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26167099A JP3288351B2 (en) 1999-09-16 1999-09-16 Connecting structure of inner wall components

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26167099A JP3288351B2 (en) 1999-09-16 1999-09-16 Connecting structure of inner wall components

Publications (2)

Publication Number Publication Date
JP2001081798A JP2001081798A (en) 2001-03-27
JP3288351B2 true JP3288351B2 (en) 2002-06-04

Family

ID=17365121

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26167099A Expired - Fee Related JP3288351B2 (en) 1999-09-16 1999-09-16 Connecting structure of inner wall components

Country Status (1)

Country Link
JP (1) JP3288351B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7870698B2 (en) * 2006-06-27 2011-01-18 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for building foundations
JP5550070B2 (en) * 2010-05-12 2014-07-16 太陽工業株式会社 Ground drainage structure and its construction method
JP5656251B2 (en) * 2010-12-25 2015-01-21 太陽工業株式会社 Ground drainage structure and its construction method
CN104831759B (en) * 2015-05-27 2016-06-08 上海隧道工程有限公司 The connecting device of the joint case of GXJ steel rubber fastening band

Also Published As

Publication number Publication date
JP2001081798A (en) 2001-03-27

Similar Documents

Publication Publication Date Title
JP3288351B2 (en) Connecting structure of inner wall components
JPS5823907Y2 (en) Window mounting device for lightweight foam concrete slab
JPH09184159A (en) Drainage panel for underground wall, and internal drainage structure for underground wall
JP2002146720A (en) Joint construction between column and beam
JP3146217B2 (en) Mounting method of lightweight cellular concrete board
JP2949595B2 (en) Continuous underground wall construction method
JP2964127B2 (en) How to build a basement
JPH0227503B2 (en)
KR200329055Y1 (en) Structure of side coupling part of pc wall member with function of waterproof in corner part and pc wall member therefor
JPH0381424A (en) Construction method of underground wall and buried framing plate
JP2002047660A (en) Foundation execution method for house or the like and foundation form panel
JPS6115078Y2 (en)
JP2001026933A (en) Extremely thin metal form panel, form using it and construction method of foundation
JP3199866B2 (en) Underground outer wall and construction method
JP3381217B2 (en) Underground wall drainage structure using drainage panels
JPH05311680A (en) Wiring pit ditch and its construction method
JP2606860B2 (en) Casting method of foundation and earth concrete
JPH01310021A (en) Face form
JPH07207930A (en) Convertion mold for concreting
JP2801379B2 (en) Underground wall spring treatment structure
JPH082291Y2 (en) Front plate for piping unit
JPH0529237Y2 (en)
JP3776254B2 (en) Water-stop structure at the bottom end of sweeping sash in structure and its construction method
JPS6229552Y2 (en)
JP3113158B2 (en) Precast concrete column members

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080315

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090315

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100315

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110315

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120315

Year of fee payment: 10

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120315

Year of fee payment: 10

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130315

Year of fee payment: 11

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140315

Year of fee payment: 12

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees