JPS5934616Y2 - small basement - Google Patents
small basementInfo
- Publication number
- JPS5934616Y2 JPS5934616Y2 JP15474980U JP15474980U JPS5934616Y2 JP S5934616 Y2 JPS5934616 Y2 JP S5934616Y2 JP 15474980 U JP15474980 U JP 15474980U JP 15474980 U JP15474980 U JP 15474980U JP S5934616 Y2 JPS5934616 Y2 JP S5934616Y2
- Authority
- JP
- Japan
- Prior art keywords
- wall
- panel
- joining
- joining flanges
- basement
- 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
Links
Landscapes
- Residential Or Office Buildings (AREA)
- Rod-Shaped Construction Members (AREA)
- Connection Of Plates (AREA)
Description
【考案の詳細な説明】
この考案は地下収納庫等として使用する比較的小規模な
地下室に関する。[Detailed description of the invention] This invention relates to a relatively small-scale basement used as an underground storage room or the like.
従来、この種の地下室は側壁に加わる土庄に充分耐え得
る強度とするため鉄筋コンクリート製や鉄骨製のもので
あった。Conventionally, basements of this type have been made of reinforced concrete or steel frames in order to be strong enough to withstand the soil that is applied to the side walls.
しかし、このような鉄筋コンクリート製のものは施工に
際し型枠の設置および養生が必要なため工期が長くかつ
工費も高くつくという欠点がある。However, such structures made of reinforced concrete require the installation of formwork and curing during construction, so they have the disadvantage that the construction period is long and the construction costs are high.
一方、鉄骨製のものは壁体構成パネルを支持するために
少なくとも鉄骨梁と鉄骨柱を必要とし、小規模な地下室
でありながら施工が大規模になって工費が高くつく欠点
がある。On the other hand, those made of steel require at least a steel beam and a steel column to support the wall panels, which has the disadvantage of requiring large-scale construction and high construction costs even for a small basement.
この考案は前記従来の問題点を解決するために考案され
たもので、その目的は左右縁部に接合フランジを有する
金属製の壁体構成パネル（たとえば鋼製の壁体構成パネ
ル等で以下鋼製の壁体構成パネルとする。This idea was devised to solve the above-mentioned conventional problems, and its purpose was to develop metal wall panels (for example, steel wall panels, etc.) that have joining flanges on the left and right edges. The wall structure panels will be made of
）を掘削穴内に筒状をなすように複数枚配するとともに
前記接合フランジを接合し、かつ前記壁体構成パネル内
側上縁には型鋼からなる環状の鉄骨梁（以下環状型鋼と
いう）を当接させ、パネル内側下縁には基礎板を当接さ
せることにより前記パネルを上下縁で支持して施二の短
縮化並びに工費の低廉化を図りかつ堅固で側壁に加わる
土庄に充分耐えるようにした地下室を提供することにあ
る。) are arranged in a cylindrical shape in the excavated hole, and the joining flanges are joined together, and an annular steel beam made of shaped steel (hereinafter referred to as annular shaped steel) is abutted on the inner upper edge of the wall component panel. The panel is supported by the upper and lower edges by abutting the lower edge of the inner side of the panel with a foundation plate to shorten construction time and reduce construction costs, and to ensure that the panel is strong enough to withstand the soil stress applied to the side wall. The purpose is to provide a basement.
以下、この考案を図示する一実施例によって説明する。This invention will be explained below with reference to an illustrated embodiment.
第１図および第２図において、地下室Ａの壁部分は複数
枚の壁体構成パネル１．・・・・・・、５・・・・・・
と複数本のＨ形鋼からなる環状型鋼と前記環状型鋼の外
周と等しい大きさの基礎板７とで構成されている。In FIGS. 1 and 2, the wall portion of basement A has a plurality of wall panels 1.・・・・・・、5・・・・・・
, a ring-shaped steel made of a plurality of H-shaped steels, and a base plate 7 having a size equal to the outer periphery of the ring-shaped steel.
壁体構成パネル１．・・・・・・はその左右縁部に縁部
分を地下室Ａの内方に略直角に折曲して接合フランジ３
，３が上下方向に連続して形成されている。Wall composition panel 1. . . . is a joining flange 3 on its left and right edges by bending the edge portions at a substantially right angle inward to the basement A.
, 3 are formed continuously in the vertical direction.
接合フランジ３，３には接合孔４．・・・・・・が接合
フランジ３，３の上下方向に所定間隔おきに複数個形成
されている。The joining flanges 3, 3 have joining holes 4. ... are formed at predetermined intervals in the vertical direction of the joining flanges 3, 3.
また、壁体構成パネル１．・・・・・・は例えば鋼板で
成形されている。In addition, the wall structure panel 1. . . . is made of, for example, a steel plate.
地下室Ａのコーナ部分の壁体となる壁体構成パネル５．
・・・・・・はその中央部分を略直角に折曲して断面略
り字型に成形され、かつその左右縁部には縁部分を地下
室Ａの内方に略直角に折曲して接合フランジ３，３が上
下方向に連続して形成されている。Wall structure panel 5 which becomes the wall of the corner part of basement A.
. . . is formed into an abbreviated cross-section by bending its central part at an approximately right angle, and its left and right edges are bent at an approximately right angle inward to the basement A. The joining flanges 3, 3 are formed continuously in the vertical direction.
接合フランジ３，３には接合孔４．・・・・・・が接合
フランジ３，３の上下方向に所定間隔おきに形成されて
いる。The joining flanges 3, 3 have joining holes 4. . . . are formed at predetermined intervals in the vertical direction of the joining flanges 3, 3.
また、壁体構成パネル５．・・・・・・は壁体構成パネ
ル１．・・・・・・と同様に鋼板で成形されている。In addition, wall structure panel 5. . . . is wall component panel 1. It is made of steel plate like...
このように成形された壁体構成パネル１．・・・・・・
および５．・・・・・・は地下構築用の掘削穴６の栗石
上に配置された基礎板７の外周縁にその下縁が当接する
ように配し、接合フランジ３，３を接合孔４，４がそれ
ぞれ対応するように当接させて略方形の筒状をなすよう
に配され、対応する接合孔４，４をそれぞれ貫通する複
数本の接合ボルト８．・・・・・・によって接合され、
さらに壁体構成パネル１．・・・・・・および５．・・
・・・・の上縁は前記の環状型鋼の外周フランジ面に当
接するようにされる。Wall component panel 1 formed in this way.・・・・・・
and 5. . . . is arranged so that its lower edge is in contact with the outer peripheral edge of the foundation plate 7 placed on the chestnut stone of the excavated hole 6 for underground construction, and the joint flanges 3, 3 are connected to the joint holes 4, 4. A plurality of joint bolts 8. are arranged so as to correspond to each other so as to form a substantially rectangular cylindrical shape, and pass through the corresponding joint holes 4, 4, respectively. Joined by...
Furthermore, wall structure panel 1. ...and 5.・・・
The upper edge of ... is brought into contact with the outer peripheral flange surface of the annular shaped steel.
なお、壁体構成パネル１．・・・・・・および５・・・
・・・は基礎板７に適当な固定手段によって確実に固定
されている。In addition, wall structure panel 1. ...and 5...
... are securely fixed to the base plate 7 by suitable fixing means.
接合フランジ３，３間にはシーリング材９が接合フラン
ジ３の上下方向に連続して介在され防水性が高められて
いる。A sealing material 9 is continuously interposed between the joining flanges 3 in the vertical direction of the joining flanges 3 to improve waterproofness.
環状型鋼２．・・・・・・は壁体構成パネル１．・・・
・・・および５．・・・・・・の内側上部に壁体構成パ
ネル１．・・・・・・および５．・・・・・・の上縁内
面に当接させて環状をなすように横設され、壁体構成パ
ネル１．・・・・・・および５゜・・・・・・の上部に
例えば締着ボルト等の締着手段によって固定されている
。Annular steel 2. . . . is wall component panel 1. ...
...and 5. Wall structure panel 1. ...and 5. . . . The wall component panels 1. . . . and 5° . . . are fixed by fastening means such as fastening bolts.
この場合、環状型鋼２．・・・・・・を横設する部分に
は接合フランジ３．・・・・・・は形成されていない。In this case, the annular steel 2. There is a joining flange 3 on the part where ...... is installed horizontally. ... has not been formed.
なお、環状型鋼２．・・・・・・は壁体構成パネル１．
・・・・・・および５．・・・・・・の上下方向に複数
段横設してもよい
なお、屋根はプレキャストコンクリート板等からなる屋
根構成パネルを環状型鋼２，２間に跨設して構成するも
のとする（（図示せず）。In addition, the annular steel 2. . . . is wall component panel 1.
...and 5. The roof may be horizontally installed in multiple stages in the vertical direction.The roof shall be constructed by placing roof-constituting panels made of precast concrete plates or the like between the annular shaped steels 2, 2 (( (not shown).
第３図および第４図はこの考案の他の実施例を示すもの
で第３図は壁体構成パネル１．・・・・・・および５．
・・・・・・を断面略凹凸形の鋼製波形板で成形し、第
４図は壁体構成パネル１．・・・・・・および５．・・
・・・・を断面略アーチ形の鋼製波形板で成形したもの
でいずれも壁体構成パネル１．・・・・・・および５．
・・・・・・の剛性が著しく高められている。3 and 4 show other embodiments of this invention, and FIG. 3 shows the wall structure panel 1. ...and 5.
. ...and 5.・・・
. . . is formed from a steel corrugated plate with a substantially arch-shaped cross section, and each wall component panel 1. ...and 5.
The rigidity of ... is significantly increased.
この考案は以上の構成からなり次の効果が期待できる。This invention has the above configuration and can be expected to have the following effects.
壁体構成パネルはその上縁を環状型鋼により、その下縁
を基礎板により支持され、かつ接合フランジが補助リブ
となるため堅固で側壁に加わる土圧に充分対処すること
ができる。The wall component panel has its upper edge supported by an annular shaped steel and its lower edge supported by a foundation plate, and the joining flanges serve as auxiliary ribs, making it solid and able to adequately cope with the earth pressure applied to the side wall.
また、鉄骨柱がないので施工の短縮化並びに工費の低廉
化が図れると共に空間を広く確保することができる。In addition, since there are no steel columns, construction time can be shortened and construction costs can be reduced, and a large amount of space can be secured.
第１図〜第３図はこの考案の実施例を示すもので、第１
図は地下室の一部斜視図、第２図はその縦断面図、第３
図は接合部の拡大断面図、第４図および第５図はこの考
案の他の実施例を示すもので地下室の横断面図である。
Ａ・・・・・・地下室、１，５・・・・・・壁体構成パ
ネル、２・・・・・・環状型鋼、３・・・・・・接合フ
ランジ、４・・・・・・接合孔、６・・・・・・掘削孔
、７・・・・・・基礎板、８・・・・・・接合ボルト、
９・・・・・・シーリング材。Figures 1 to 3 show examples of this invention.
The figure is a partial perspective view of the basement, Figure 2 is its vertical cross-section, and Figure 3 is a partial perspective view of the basement.
The figure is an enlarged cross-sectional view of the joint, and FIGS. 4 and 5 are cross-sectional views of a basement, showing other embodiments of this invention. A...Basement, 1,5...Wall component panel, 2...Annular shaped steel, 3...Joining flange, 4... Joining hole, 6...Drilling hole, 7...Foundation plate, 8...Joining bolt,
9...Sealing material.
Claims (4)
成パネルを筒状をなすように複数枚配するとともに前記
接合フランジを接合し、かつ前記壁体構成パネル内側上
縁には環状型鋼を当接させ、パネル内側下縁には基礎板
を当接させであることを特徴とする小型地下室。(1) A plurality of metal wall-constituting panels having joining flanges on the left and right edges are arranged in a cylindrical shape, and the joining flanges are joined, and the inner upper edge of the wall-constituting panels is provided with a ring-shaped steel panel. A small basement, characterized in that the panels are in contact with each other, and the lower edge of the inner side of the panel is in contact with a foundation plate.
波形金属板で成形しであることを特徴とする実用新案登
録請求の範囲第１項記載の小型地下室。(2) The small basement according to claim 1, wherein the wall structure panel is formed of a corrugated metal plate having a generally uneven or arched cross section.
ことを特徴とする実用新案登録請求の範囲第１項または
第２項記載の小型地下室。(3) The small basement according to claim 1 or 2, characterized in that a sealing material is interposed between the joining flanges.
特徴とする実用新案登録請求の範囲第１項、第２項また
は第３項段載の小型地下室。(4) The small basement according to claim 1, 2 or 3, wherein the joining flanges are joined by joining bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15474980U JPS5934616Y2 (en) | 1980-10-29 | 1980-10-29 | small basement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15474980U JPS5934616Y2 (en) | 1980-10-29 | 1980-10-29 | small basement |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5779639U JPS5779639U (en) | 1982-05-17 |
| JPS5934616Y2 true JPS5934616Y2 (en) | 1984-09-25 |
Family
ID=29513968
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15474980U Expired JPS5934616Y2 (en) | 1980-10-29 | 1980-10-29 | small basement |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5934616Y2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000186420A (en) * | 1998-12-22 | 2000-07-04 | Joto Kagaku Kogyo Kk | Knockdown under floor storage |
-
1980
- 1980-10-29 JP JP15474980U patent/JPS5934616Y2/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000186420A (en) * | 1998-12-22 | 2000-07-04 | Joto Kagaku Kogyo Kk | Knockdown under floor storage |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5779639U (en) | 1982-05-17 |
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