JPH03253623A - Construction of three-dimensional lattice with water conveyance layer and underground outer wall - Google Patents
Construction of three-dimensional lattice with water conveyance layer and underground outer wallInfo
- Publication number
- JPH03253623A JPH03253623A JP2052448A JP5244890A JPH03253623A JP H03253623 A JPH03253623 A JP H03253623A JP 2052448 A JP2052448 A JP 2052448A JP 5244890 A JP5244890 A JP 5244890A JP H03253623 A JPH03253623 A JP H03253623A
- Authority
- JP
- Japan
- Prior art keywords
- wall
- dimensional lattice
- water conveyance
- water
- conveyance layer
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 43
- 238000010276 construction Methods 0.000 title abstract description 10
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 12
- 238000000034 method Methods 0.000 claims abstract description 5
- 239000004020 conductor Substances 0.000 claims description 12
- 238000009434 installation Methods 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 6
- 239000004567 concrete Substances 0.000 abstract description 3
- 239000011083 cement mortar Substances 0.000 abstract 1
- 239000012780 transparent material Substances 0.000 abstract 1
- 238000009415 formwork Methods 0.000 description 6
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011094 fiberboard Substances 0.000 description 1
- 239000011491 glass wool Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
Description
【発明の詳細な説明】
[産業上の利用分野コ
本発明は、建築物の地下室の外壁を築造するときに設置
する排水処理用の壁材及び地下室外壁の築造方法に関す
る。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a wall material for wastewater treatment that is installed when constructing the outer wall of a basement of a building, and a method of constructing the outer wall of the basement.
[従来の技術および発明が
解決しようとする課題]
従来建築物の地下室の外壁は通常、鉄筋コンクリート造
で遣られることが多いが、その場合、壁からの漏水を処
理するために漏水処理用の空隙を設け、二重壁として壁
の内側にコンクリートブロック壁、ALC版壁などの壁
を設置するのが常識的な地下外壁の構造となっている。[Prior Art and Problems to be Solved by the Invention] Conventionally, the outer walls of basements of buildings are often constructed of reinforced concrete, but in that case, voids for water leakage treatment are required to treat water leakage from the walls. It is common sense to construct an underground exterior wall by installing a double wall with a concrete block wall, ALC board wall, etc. on the inside of the wall.
従来の地下外壁は、こうした二重壁を設けるために材料
、手間、工期共に多くかかっていた。Conventional underground exterior walls required a lot of material, labor, and construction time to create these double walls.
本発明は、鉄筋コンクリート壁に一体的に打ち込むこと
かが出来る漏水処理層付きのパネルと、それを用いて二
重壁を省略して従来多くかかつていた材料、手間、工期
を節減出来る地下外壁の築造方法を提供するものである
。The present invention provides a panel with a water leakage treatment layer that can be integrally cast into a reinforced concrete wall, and an underground exterior wall that uses the panel to omit a double wall and save on materials, labor, and construction time that were previously required. It provides a construction method.
[課題を解決するための手段]
導水層付きの板状体と立体格子を組み合わせた導水層付
きユニットパネルを製作し、これを鉄筋コンクリート造
地下外壁築造用の型枠として用いて鉄筋コンクリート壁
を前記導水層付きユニットパネルと共に一体的に地下室
外壁を築造する。[Means for solving the problem] A unit panel with a water conductive layer is manufactured by combining a plate-like body with a water conductive layer and a three-dimensional lattice, and this is used as a formwork for constructing a reinforced concrete underground exterior wall to conduct water through the reinforced concrete wall. The basement exterior wall will be constructed integrally with the layered unit panels.
[作用及び効果]
イ、板状の導水層が立体格子と共に一体的に組み立てら
れたユニットパネルを鉄筋コンクリート造地下外壁に一
体的に打ち込むと、二重壁を省略することが出来る。[Operations and Effects] A. If a unit panel in which a plate-shaped water conductive layer is integrally assembled with a three-dimensional lattice is integrally driven into a reinforced concrete basement exterior wall, a double wall can be omitted.
n、板状導水体と立体格子を一体的に組み立てたユニッ
トパネルは全体が高い剛性を持つため、これを型枠とし
て用いる場合には内側に接続材やセパレーターを取り付
ければ、外側に支保工を組み立てる必要が無く、地下外
壁築造のための型枠工事が簡素化出来る。n.The unit panel, which is made by integrally assembling the plate-shaped water conductor and the three-dimensional lattice, has high rigidity as a whole, so when using it as a formwork, connecting materials and separators can be installed on the inside, and shoring can be installed on the outside. There is no need for assembly, and formwork work for constructing underground external walls can be simplified.
ハ、地下室外壁の内面に、鉄筋コンクリート壁を築造す
る前に漏水処理層を設置することが出来るので地下室工
事の工期が短縮できる。C. Since a water leakage treatment layer can be installed on the inner surface of the basement outer wall before constructing the reinforced concrete wall, the construction period for basement construction can be shortened.
二、鉄筋コンクリート造の地下室外壁を築造する際に本
発明導水層付きユニットパネルを型枠として利用出来る
うえ、外壁内面の型枠とりはすしの必要がなくなるので
、工期が短縮出来る。2. When constructing the outer wall of a reinforced concrete basement, the unit panel with the water conductive layer of the present invention can be used as a formwork, and there is no need for formwork to form the inner surface of the outer wall, so the construction period can be shortened.
[実施例]
図によって説明すれば、第1図は本発明導水層付き立体
格子パネル1を示す斜視図であって、板状導水体2の背
面に立体格子3を取り付けた状態を示している。[Example] To explain with the drawings, FIG. 1 is a perspective view showing a three-dimensional lattice panel 1 with a water conductive layer according to the present invention, and shows a state in which a three-dimensional lattice 3 is attached to the back surface of a plate-shaped water conductor 2. .
第2図は本発明導水層付き立体格子パネルの断面図であ
って板状導水体2の背面に立体格子3を取り付けた状態
を示している。FIG. 2 is a sectional view of a three-dimensional lattice panel with a water conductive layer according to the present invention, showing a state in which a three-dimensional lattice 3 is attached to the back surface of a plate-shaped water conductor 2.
板状導水体2には孔明きボードと波板を張り合わせたも
の、リブ状プラスチック板の表面に防虫ネット状の網を
張り渡したもの、グラスウールなどの繊維板の片面に防
水シートを貼ったもの、波形鋼板の片面に金網を張り渡
したもの、粗塊プレス板の片面に防水板を貼ったものな
どが用いられる。The plate-shaped water conductor 2 is made of a perforated board and a corrugated board, a ribbed plastic board with an insect-proof net stretched over the surface, or a fiberboard made of glass wool or the like with a waterproof sheet pasted on one side. , a corrugated steel plate with a wire mesh stretched over one side, and a coarse press plate with a waterproof plate attached to one side.
板状導水体に対する立体格子等の取り付は方法は、埋め
込み、溶接、鋲止め、結合金具による結合、凝結硬化材
による固着等が用いられる。The three-dimensional lattice etc. can be attached to the plate-shaped water conductor by embedding, welding, riveting, joining with a coupling fitting, fixing with a hardening material, etc.
第3図は本発明導水層付き立体格子パネルの第2実施例
を示す斜視図であって、立体格子3oの中に板状導水体
2oが組み込まれ、−枚の導水層付き立体格子パネルが
形成された状態を示している。FIG. 3 is a perspective view showing a second embodiment of the three-dimensional lattice panel with a water-conducting layer according to the present invention, in which a plate-shaped water-conducting body 2o is incorporated into a three-dimensional lattice 3o, and - three-dimensional lattice panels with a water-conducting layer are assembled. It shows the formed state.
板状導水体20には、発泡プラスチック板の片面にワツ
フル状の凹凸をつけて、防虫ネット状の網を張り渡した
ものを用いている。The plate-shaped water conductor 20 is made of a foamed plastic plate with watsufuru-like unevenness formed on one side and covered with an insect-proof net.
第4図は板状導水体2oの断面の一部を示す図であって
、発泡プラスチック板22の片面に多数の導水溝24を
縦横に設け、溝の外縁面26に網28を板面全面に張り
渡したものである。FIG. 4 is a diagram showing a part of the cross section of the plate-shaped water guide body 2o, in which a large number of water guide grooves 24 are provided vertically and horizontally on one side of a foamed plastic plate 22, and a net 28 is placed on the outer edge surface 26 of the grooves over the entire surface of the plate. It was stretched over.
本発明導水層付き立体格子パネルを用いて地下室の外壁
を築造する場合は第5図に示すように、土止め壁100
の内側にセパレーター70を取り付けたのち第6図に示
すように壁配筋5oを組立て、床上にあらかじめ設けた
集水溝6oの上に板状導水体2を合わせて本発明導水層
付き立体格子パネル1を型枠として建て込む、次いで先
に取り付けたセパレーター70を立体格子3に結合させ
たのち、モルタルを立体格子3に肉がって吹き付け、立
体格子3をモルタル内に埋没させモルタルを硬化させる
。When constructing the outer wall of a basement using the three-dimensional lattice panel with a water conductive layer of the present invention, as shown in FIG.
After installing the separator 70 on the inside of the wall, as shown in FIG. 6, the wall reinforcement 5o is assembled, and the plate-shaped water conductor 2 is placed over the water collection groove 6o previously provided on the floor to form the three-dimensional lattice with a water conduction layer of the present invention. The panel 1 is erected as a formwork, and then the separator 70 installed earlier is joined to the three-dimensional lattice 3, and then mortar is sprayed onto the three-dimensional lattice 3, the three-dimensional lattice 3 is buried in the mortar, and the mortar is hardened. let
その後第7図に示すように土止め壁100と導水層21
の間にコンクリートを充填し硬化させると地下外壁の築
造は完了する。After that, as shown in FIG.
When concrete is filled in between and hardened, construction of the underground outer wall is completed.
第1図は本発明導水層付き立体格子パネルを示す斜視図
、第2図はその断面図、第3図は本発明導水層付き立体
格子パネルの第2実施例を示す斜視図、第4図は板状導
水体の断面の一例を示す図。
第5図は本発明地下外壁築造方法の順序を示す断面図、
第6図及び第7図は本発明地下外壁の築造方法によって
造られた地下外壁の断面の一部を示す図である。
1−−一−−−−−導水層付き立体格子パネル、2、2
0−−−−一板状導水体、
21−−−−−−一導水層、
22−−−−−−一発泡プラスチック板24−−−−−
−一導水渭
50−−−−−−一壁配筋、
60−−−−−−一集水渭、
70−−−−−−−セパレーター
100−−−−−一土止め壁。FIG. 1 is a perspective view showing a three-dimensional lattice panel with a water conductive layer of the present invention, FIG. 2 is a sectional view thereof, FIG. 3 is a perspective view showing a second embodiment of the three-dimensional lattice panel with a water conductive layer of the present invention, and FIG. FIG. 2 is a diagram showing an example of a cross section of a plate-shaped water conductor. FIG. 5 is a sectional view showing the sequence of the method of constructing an underground external wall according to the present invention;
FIGS. 6 and 7 are views showing a part of a cross section of an underground outer wall constructed by the method for constructing an underground outer wall of the present invention. 1--1---- Three-dimensional lattice panel with water conductive layer, 2, 2
0------One plate water conductor, 21---One water conductor layer, 22---One foamed plastic plate 24------
-One water channel 50---One wall reinforcement, 60---One collection of water banks, 70---Separator 100---One retaining wall.
Claims (1)
体状トラスパネルの中のいずれかを取り付けて成る導水
層付き立体格子。 2、板状導水体を、立体状格子体、立体状トラスのいず
れかの中に組み入れて成る導水層付き立体格子。 3、前1項2項のいずれかの導水層付き立体格子を、鉄
筋コンクリート造地下外壁の設置予定位置の内面全面を
覆って設置し、これに接して鉄筋コンクリート造の壁を
一体的に築造することを特徴とする地下外壁の築造方法
。[Claims] 1. A three-dimensional lattice with a water conductive layer, which is formed by attaching any one of a three-dimensional wire mesh, a lattice with legs, and a three-dimensional truss panel to the back surface of a plate-like water conductor. 2. A three-dimensional lattice with a water conductive layer, which is formed by incorporating a plate-shaped water conductor into either a three-dimensional lattice body or a three-dimensional truss. 3. A three-dimensional lattice with a water conductive layer according to any of the preceding paragraphs 1 and 2 shall be installed to cover the entire inner surface of the planned installation location of the reinforced concrete underground exterior wall, and a reinforced concrete wall shall be integrally constructed in contact with this. A method of constructing an underground outer wall characterized by:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2052448A JPH03253623A (en) | 1990-03-02 | 1990-03-02 | Construction of three-dimensional lattice with water conveyance layer and underground outer wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2052448A JPH03253623A (en) | 1990-03-02 | 1990-03-02 | Construction of three-dimensional lattice with water conveyance layer and underground outer wall |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH03253623A true JPH03253623A (en) | 1991-11-12 |
Family
ID=12915009
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2052448A Pending JPH03253623A (en) | 1990-03-02 | 1990-03-02 | Construction of three-dimensional lattice with water conveyance layer and underground outer wall |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH03253623A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0612540U (en) * | 1991-12-17 | 1994-02-18 | ダイニック株式会社 | Insulation drainage material |
JPH07158086A (en) * | 1993-12-08 | 1995-06-20 | Kajima Corp | Construction method for underground exterior double wall |
CN111441390A (en) * | 2020-04-10 | 2020-07-24 | 李金良 | Construction method of permanent rigid waterproof layer |
-
1990
- 1990-03-02 JP JP2052448A patent/JPH03253623A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0612540U (en) * | 1991-12-17 | 1994-02-18 | ダイニック株式会社 | Insulation drainage material |
JPH07158086A (en) * | 1993-12-08 | 1995-06-20 | Kajima Corp | Construction method for underground exterior double wall |
CN111441390A (en) * | 2020-04-10 | 2020-07-24 | 李金良 | Construction method of permanent rigid waterproof layer |
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