JP3274327B2 - Steel basement - Google Patents
Steel basementInfo
- Publication number
- JP3274327B2 JP3274327B2 JP24745295A JP24745295A JP3274327B2 JP 3274327 B2 JP3274327 B2 JP 3274327B2 JP 24745295 A JP24745295 A JP 24745295A JP 24745295 A JP24745295 A JP 24745295A JP 3274327 B2 JP3274327 B2 JP 3274327B2
- Authority
- JP
- Japan
- Prior art keywords
- steel
- frame member
- panel
- outer frame
- middle frame
- 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
Links
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Description
【０００１】[0001]
【発明の属する技術分野】この発明は、床用、壁用及び
床用としてそれぞれ構成された複数枚の鋼製床パネルと
鋼製壁パネルと鋼製屋根パネルとを接合して構築され、
特に、周囲の土圧に備えて補強された鋼製地下室に関す
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is constructed by joining a plurality of steel floor panels, steel wall panels, and steel roof panels, each of which is configured for a floor, a wall, and a floor.
In particular, it relates to a steel basement reinforced for surrounding earth pressure.
【０００２】[0002]
【従来の技術】最近では、一般の住宅にも地下室を設け
る場合が多く、また、この種の地下室は工期の短縮化、
施工の省力化等を図るために天井用、壁用及び床用とし
て構成された各鋼製パネルを接合ボルトで適宜接合して
組み立てることにより構築されている。また、この種の
鋼製地下室において、鋼製壁パネルが受ける土圧や水圧
は鋼製床パネル及び鋼製屋根パネルに伝達される。2. Description of the Related Art Recently, a basement is often provided in a general house.
In order to save labor and the like in the construction, it is constructed by appropriately joining and assembling steel panels configured for ceilings, walls and floors with joining bolts. Also, in this type of steel basement, the earth pressure and water pressure received by the steel wall panel are transmitted to the steel floor panel and the steel roof panel.
【０００３】しかし、床用、壁用及び屋根用としてそれ
ぞれ使用される各鋼製パネルは、図４に図示するよう
に、その周囲に沿って矩形状に枠組みされた複数本の外
枠材５と、この外枠材５の対向する２本の外枠材５と外
枠材５との間に設置された複数本の中枠材６と、前記外
枠材５と前記中枠材６とからなる軸組の一側部に溶接等
によって取り付けられた鋼板７とを備えて構成されてい
る。However, as shown in FIG. 4, each steel panel used for the floor, the wall, and the roof has a plurality of outer frame members 5 framed in a rectangular shape along the periphery thereof. A plurality of middle frame members 6 installed between the two facing outer frame members 5 of the outer frame member 5, and the plurality of middle frame members 6, And a steel plate 7 attached by welding or the like to one side of a shaft set made of.
【０００４】このため、鋼製地下室の壁パネルとして設
置された鋼製パネルに、床パネル及び屋根パネルとして
それぞれ設置された鋼製パネルの中枠材６と平行に作用
する土圧及び水圧Ｗ1 に対しては、これらのパネルの中
枠材６で受けることができるが、中枠材６と直角に作用
する土圧や水圧Ｗ2 に対しては、鋼製床パネル及び鋼製
屋根パネルの鋼板７が直接受けることになるめ、鋼製床
パネル及び鋼製屋根パネルの鋼板７が局部的に変形（座
屈）することがあり、強度的に劣る等の課題があった。For this reason, earth pressure and water pressure W 1 acting on the steel panel installed as the wall panel of the steel basement in parallel with the inner frame member 6 of the steel panel installed as the floor panel and the roof panel, respectively. for, can be received by the frame member 6 of these panels, with respect to the earth pressure and water pressure W 2 acting at right angles with the middle frame member 6, the steel floor panels and steel roof panels Since the steel plate 7 is directly received, the steel plate 7 of the steel floor panel and the steel roof panel may be locally deformed (buckled), and there is a problem that the strength is poor.
【０００５】この発明は、以上の課題を解決するために
なされたもので、簡単な補強で土圧及び水圧による鋼製
床パネル及び鋼製屋根パネルの鋼板の局部変形等を防止
して強度の大きい鋼製地下室を提供することを目的とす
る。SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and the strength of a steel floor panel and a steel roof panel caused by earth pressure and water pressure can be prevented by a simple reinforcement to prevent local deformation of the steel plate. The aim is to provide a large steel basement.
【０００６】[0006]
【課題を解決するための手段】請求項１記載の鋼製地下
室は、床用、壁用及び屋根用としてそれぞれ構成された
複数枚の鋼製床パネルと鋼製壁パネルと鋼製屋根パネル
とを接合して構築される鋼製地下室において、前記鋼製
床パネルと鋼製屋根パネルは矩形状に枠組みされた複数
本の外枠材と、対向する２本の外枠材間に設置された複
数本の中枠材と、この中枠材と前記外枠材との間に所定
間隔おきに設置され、前記中枠材の直角方向に作用する
土圧及び水圧を受ける複数本の補強枠材と、前記外枠材
と前記中枠材と前記補強枠材とからなる軸組の一側部に
取り付けられた鋼板とから構成されてなることを特徴と
するものである。According to a first aspect of the present invention, there is provided a steel basement comprising a plurality of steel floor panels, a steel wall panel, and a steel roof panel which are respectively configured for a floor, a wall, and a roof. In the steel basement constructed by joining the steel floor panels, the steel floor panel and the steel roof panel are installed between a plurality of outer frame members framed in a rectangular shape and two opposing outer frame members. A plurality of middle frame members, and a plurality of reinforcing frame members installed at predetermined intervals between the middle frame members and the outer frame members and receiving earth pressure and water pressure acting in a direction perpendicular to the middle frame members And a steel plate attached to one side of a shaft set including the outer frame material, the middle frame material, and the reinforcing frame material.
【０００７】[0007]
【０００８】[0008]
実施の形態１．図１及び図２は、この発明に係る請求項
第１項記載の鋼製地下室の一実施例を示し、図におい
て、符号１は根切り底に造成された基礎スラブ２の上に
互いに接合しつ敷設され、鋼製地下室の床部を構成する
鋼製床パネル、３は基礎スラブ２の周囲に互いに接合
し、かつ、鋼製床パネル１の端部に接合しつつ立設さ
れ、鋼製地下室の外壁部を構成する鋼製壁パネル、そし
て、符号４は鋼製壁パネル３の上端部に互いに接合し、
かつ、周囲の鋼製壁パネル３に接合しつつ敷設され、鋼
製地下室の屋根部を構成する鋼製屋根パネルである。Embodiment 1 FIG. FIGS. 1 and 2 show an embodiment of a steel basement according to claim 1 of the present invention. In the drawings, reference numeral 1 denotes a steel basement joined to a base slab 2 formed at a root bottom. The steel floor panels 3 laid down and constituting the floor of the steel basement are joined to each other around the foundation slab 2 and erected while being joined to the end of the steel floor panel 1. A steel wall panel constituting an outer wall portion of the basement, and reference numeral 4 is joined to an upper end portion of the steel wall panel 3,
Further, the steel roof panel is laid while being joined to the surrounding steel wall panel 3 and constitutes a roof portion of the steel basement.
【０００９】鋼製床パネル１、鋼製壁パネル３及び鋼製
屋根パネル４は、いずれも矩形状に枠組みされた複数本
の外枠材５と、対向する外枠材５と外枠材５との間に、
この外枠材５と平行に設置された複数本の中枠材６と、
これらの外枠材５と中枠材６とからなる軸組の一側部に
取り付けられた鋼板７とを備え、さらに、鋼製床パネル
１及び鋼製屋根パネル４は中枠材６と平行に設置された
外枠材５に、その直角方向に沿って設置された複数本の
補剛材８とを備えて構成されている。Each of the steel floor panel 1, the steel wall panel 3, and the steel roof panel 4 has a plurality of outer frames 5 framed in a rectangular shape, the outer frames 5 facing each other, and the outer frames 5. Between
A plurality of middle frame members 6 installed in parallel with the outer frame member 5;
A steel plate 7 is attached to one side of a shaft composed of the outer frame member 5 and the middle frame member 6, and the steel floor panel 1 and the steel roof panel 4 are parallel to the middle frame member 6. Is provided with a plurality of stiffeners 8 installed along the direction perpendicular to the outer frame member 5 installed at the right side.
【００１０】また、鋼製床パネル１と１、鋼製壁パネル
３と３、鋼製屋根パネル４と４、鋼製壁パネル３と鋼製
床パネル１及び鋼製壁パネル３と鋼製屋根パネル４と
は、いずれも双方の外枠材５と５とを複数本の接合ボル
ト（図省略）によってボルト止めして接合されている。The steel floor panels 1 and 1, the steel wall panels 3 and 3, the steel roof panels 4 and 4, the steel wall panel 3 and the steel floor panel 1, and the steel wall panel 3 and the steel roof Both of the outer frame members 5 and 5 are joined to the panel 4 by a plurality of joining bolts (not shown).
【００１１】外枠材５及び中枠材６には、いずれもＨ形
鋼や溝形鋼等が使用され、また、外枠材５どうし及び外
枠材５と中枠材６とは複数本の接合ボルトによって接合
されている。また、鋼板７は外枠材５と中枠材６とから
なる軸組の一側部に溶接する等して取り付けられてい
る。Each of the outer frame member 5 and the middle frame member 6 is made of an H-shaped steel or a channel steel, and the outer frame members 5 and the outer frame member 5 and the middle frame member 6 are formed of a plurality of pieces. Are joined by joining bolts. Further, the steel plate 7 is attached to one side of a shaft set including the outer frame member 5 and the middle frame member 6 by welding or the like.
【００１２】さらに、補剛材８は厚めの鋼板より形成さ
れ、例えば外枠材５としてＨ形鋼が使用されている場合
には、その上下フランジ及びウェブに溶接することによ
り取り付けられている。Further, the stiffener 8 is formed from a thicker steel plate. For example, when an H-shaped steel is used as the outer frame member 5, it is attached to the upper and lower flanges and the web by welding.
【００１３】また、補剛材８は、少なくとも鋼製壁パネ
ル３の中枠材６と中枠材６との中間部に位置して取り付
けられ、かつ、外枠材５の長手方向に所定間隔おきに取
り付けられている。The stiffener 8 is attached at least at an intermediate portion between the middle frame members 6 of the steel wall panel 3, and has a predetermined interval in the longitudinal direction of the outer frame member 5. Every other is attached.
【００１４】このような構成において、 鋼製壁パネル
３に、鋼製床パネル１及び鋼製屋根パネル４の中枠材６
と平行に作用する土圧や水圧Ｗ1 は、これらのパネルの
中枠材６が受け、鋼製床パネル１及び鋼製屋根パネル４
の中枠材６と直角に作用する土圧や水圧Ｗ2 は、補剛材
８を取り付けることにより剛性が高められた外枠材５が
受けることにより、鋼製床パネル１及び鋼製屋根パネル
４の鋼板７の局部的変形（座屈）が防止される。In such a construction, the steel frame panel 3 and the steel frame panel 6
Earth pressure and water pressure W 1 acting in parallel with the steel floor panel 1 and the steel roof panel 4
The earth pressure and the water pressure W 2 acting at right angles to the middle frame member 6 are received by the outer frame member 5 whose rigidity has been increased by attaching the stiffener 8, so that the steel floor panel 1 and the steel roof panel are received. 4 prevents local deformation (buckling) of the steel plate 7.
【００１５】実施の形態２．図３は、この発明に係る請
求項第２項記載の鋼製地下室の一実施例を示し、図にお
いて、実施例１と同一部分には同一符号を付し、その説
明を省略する。Embodiment 2 FIG. 3 shows an embodiment of the steel basement according to the second aspect of the present invention. In the figure, the same reference numerals are given to the same parts as in the first embodiment, and the description thereof will be omitted.
【００１６】鋼製床パネル１及び鋼製屋根パネル４の中
枠材６と、この中枠材６と平行な外枠材５との間に、数
本の補強枠材９を所定間隔おきに設置することにより中
枠材６と直角に作用する土圧及び水圧に備え、鋼製床パ
ネル１及び鋼製屋根パネル４の鋼板８の局部変形を防止
するようにしたものである。Several reinforcing frames 9 are provided at predetermined intervals between the middle frame 6 of the steel floor panel 1 and the steel roof panel 4 and the outer frame 5 parallel to the middle frame 6. By installing, the steel floor panel 1 and the steel roof panel 4 are prevented from local deformation of the steel plate 8 in preparation for earth pressure and water pressure acting at right angles to the middle frame member 6.
【００１７】補強枠材９にはＨ形鋼や溝形鋼が使用さ
れ、また、補強枠材９は補剛材８と同様に、少なくとも
鋼製壁パネル３の中枠材６と中枠材６との中間部に位置
して取り付けられ、かつ、外枠材５の長手方向に所定間
隔おきに取り付けられている。H-shaped steel or channel steel is used for the reinforcing frame member 9, and the reinforcing frame member 9 is, like the stiffener 8, at least the middle frame member 6 and the middle frame member 3 of the steel wall panel 3. 6 and is mounted at predetermined intervals in the longitudinal direction of the outer frame member 5.
【００１８】このような構成において、鋼製壁パネル３
に、鋼製床パネル１及び鋼製屋根パネル４の中枠材６と
平行に作用する土圧や水圧Ｗ1 は、これらのパネルの中
枠材６が受け、鋼製床パネル１及び鋼製屋根パネル４の
中枠材６と直角に作用する土圧や水圧Ｗ2 は、補強枠材
９が受けるので、鋼製床パネル１及び鋼製屋根パネル４
の鋼板８の局部的変形（座屈）が防止される。In such a configuration, the steel wall panel 3
, The earth pressure and water pressure W 1 acting parallel to the middle frame member 6 of the steel floor panels 1 and the steel roof panels 4 receives the frame member 6 of these panels, made of steel floor panels 1 and steel Since the reinforcing frame member 9 receives the earth pressure and the water pressure W 2 acting at right angles to the middle frame member 6 of the roof panel 4, the steel floor panel 1 and the steel roof panel 4 are received.
Local deformation (buckling) of the steel plate 8 is prevented.
【００１９】[0019]
【発明の効果】この発明は、以上説明した構成からな
り、この発明に係る請求項第１項記載の鋼製地下室は、
前記鋼製床パネル及び鋼製屋根パネルがその周囲に沿っ
て矩形状に枠組みされた複数本の外枠材と、対向する２
本の外枠材と外枠材との間に設置された複数本の中枠材
と、前記外枠材と前記中枠材とからなる軸組の一側部に
取り付けられた鋼板と、前記中枠材と平行に設置された
外枠材に、その直角方向に沿って設置され、前記中枠材
の直角方向に作用する土圧及び水圧を受ける複数本の補
剛材とを備えて構成され、また、第２項記載の鋼製地下
室は、鋼製床パネル及び鋼製屋根パネルがその周囲に沿
って矩形状に枠組みされた複数本の外枠材と、対向する
２本の外枠材と外枠材との間に設置された複数本の中枠
材と、この中枠材と、この中枠材と平行な前記外枠材と
の間に所定間隔おきに設置され、前記中枠材の直角方向
に作用する土圧及び水圧を受ける複数本の補強枠材と、
前記外枠材と前記中枠材と前記補強枠材とからなる軸組
の一側部に取り付けられた鋼板とを備えて構成されてい
るので、簡単な構造でありながら、周囲の土圧及び水圧
に強固に抵抗できて強度のきわめて大きい鋼製地下室を
提供できる効果がある。According to the present invention, the steel basement according to the first aspect of the present invention has the structure described above.
The steel floor panel and the steel roof panel are provided with a plurality of outer frame members framed in a rectangular shape along the periphery thereof,
A plurality of middle frame materials installed between the outer frame material and the outer frame material, and a steel plate attached to one side of a shaft set including the outer frame material and the middle frame material, An outer frame material installed in parallel with the middle frame material, comprising a plurality of stiffeners installed along the perpendicular direction thereof and receiving earth pressure and water pressure acting in a direction perpendicular to the middle frame material. The steel basement according to claim 2, wherein the steel floor panel and the steel roof panel have a plurality of outer frame members framed in a rectangular shape along the periphery thereof, and two opposing outer frames. A plurality of middle frame materials installed between the material and the outer frame material, and the middle frame material, and the outer frame material parallel to the middle frame material are installed at predetermined intervals, A plurality of reinforcing frame members receiving earth pressure and water pressure acting in a direction perpendicular to the frame material,
Since it is configured to include a steel plate attached to one side of a shaft set including the outer frame material, the middle frame material, and the reinforcing frame material, while having a simple structure, the surrounding earth pressure and This has the effect of providing a steel basement with extremely high strength that can strongly resist water pressure.
【００２０】[0020]
【図１】この発明に係る鋼製地下室の縦断面図である。FIG. 1 is a longitudinal sectional view of a steel basement according to the present invention.
【図２】鋼製屋根パネル及び鋼製床パネルの一部平面図
である。FIG. 2 is a partial plan view of a steel roof panel and a steel floor panel.
【図３】鋼製屋根パネル及び鋼製床パネルの一部平面図
である。FIG. 3 is a partial plan view of a steel roof panel and a steel floor panel.
【図４】従来の鋼製屋根パネル及び鋼製床パネルの一部
平面図である。FIG. 4 is a partial plan view of a conventional steel roof panel and a steel floor panel.
１…鋼製床パネル、２…基礎スラブ、３…鋼製壁パネ
ル、４…鋼製屋根パネル、５…外枠材、６…中枠材、７
…鋼板、８…補剛材、９…補強枠材。DESCRIPTION OF SYMBOLS 1 ... Steel floor panel, 2 ... Foundation slab, 3 ... Steel wall panel, 4 ... Steel roof panel, 5 ... Outer frame material, 6 ... Middle frame material, 7
... steel plate, 8 ... stiffener, 9 ... reinforcement frame material.
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平１−290849（ＪＰ，Ａ) 特開 平４−1331（ＪＰ，Ａ) 特開 平８−128057（ＪＰ，Ａ) 実開 昭62−110347（ＪＰ，Ｕ) 実開 昭53−117708（ＪＰ，Ｕ) 実開 平４−1237（ＪＰ，Ｕ) (58)調査した分野(Int.Cl.7，ＤＢ名) E02D 29/00 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-1-290849 (JP, A) JP-A-4-1331 (JP, A) JP-A-8-128057 (JP, A) 110347 (JP, U) Japanese Utility Model Showa 53-117708 (JP, U) Japanese Utility Model Utility Model 4-1237 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) E02D 29/00
Claims (1)
成された複数枚の鋼製床パネルと鋼製壁パネルと鋼製屋
根パネルとを接合して構築される鋼製地下室において、
前記鋼製床パネルと鋼製屋根パネルは矩形状に枠組みさ
れた複数本の外枠材と、対向する２本の外枠材間に設置
された複数本の中枠材と、この中枠材と前記外枠材との
間に所定間隔おきに設置され、前記中枠材の直角方向に
作用する土圧及び水圧を受ける複数本の補強枠材と、前
記外枠材と前記中枠材と前記補強枠材とからなる軸組の
一側部に取り付けられた鋼板とから構成されてなること
を特徴とする鋼製地下室。1. A steel basement constructed by joining a plurality of steel floor panels, steel wall panels, and steel roof panels respectively configured for floors, walls, and roofs,
The steel floor panel and the steel roof panel are a plurality of outer frame members framed in a rectangular shape, a plurality of middle frame materials installed between two facing outer frame materials, and the middle frame material. And a plurality of reinforcing frame members that are installed at predetermined intervals between the outer frame member and receive earth pressure and water pressure acting in a direction perpendicular to the middle frame member, and the outer frame member and the middle frame member A steel basement comprising: a steel plate attached to one side of a shaft set including the reinforcing frame member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24745295A JP3274327B2 (en) | 1995-09-26 | 1995-09-26 | Steel basement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24745295A JP3274327B2 (en) | 1995-09-26 | 1995-09-26 | Steel basement |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0988092A JPH0988092A (en) | 1997-03-31 |
| JP3274327B2 true JP3274327B2 (en) | 2002-04-15 |
Family
ID=17163662
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP24745295A Expired - Fee Related JP3274327B2 (en) | 1995-09-26 | 1995-09-26 | Steel basement |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3274327B2 (en) |
-
1995
- 1995-09-26 JP JP24745295A patent/JP3274327B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0988092A (en) | 1997-03-31 |
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