JPH0247142Y2 - - Google Patents

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Publication number
JPH0247142Y2
JPH0247142Y2 JP1985080785U JP8078585U JPH0247142Y2 JP H0247142 Y2 JPH0247142 Y2 JP H0247142Y2 JP 1985080785 U JP1985080785 U JP 1985080785U JP 8078585 U JP8078585 U JP 8078585U JP H0247142 Y2 JPH0247142 Y2 JP H0247142Y2
Authority
JP
Japan
Prior art keywords
box
shaped
hole
holes
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
Application number
JP1985080785U
Other languages
Japanese (ja)
Other versions
JPS61197102U (en
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 filed Critical
Priority to JP1985080785U priority Critical patent/JPH0247142Y2/ja
Publication of JPS61197102U publication Critical patent/JPS61197102U/ja
Application granted granted Critical
Publication of JPH0247142Y2 publication Critical patent/JPH0247142Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、コンクリート製の箱型暗渠を連結し
て構成した組立式地下室に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a prefabricated basement constructed by connecting box-shaped culverts made of concrete.

〔従来の技術〕[Conventional technology]

地価の高騰と生活様式の変化、更には災害に備
え、わが国でも一般住宅において地下室を設ける
例が多くなつてきたが、従来の地下室は、実開昭
57−110151号公報に開示された考案のように、建
造物の土台となる部分を一定深さに掘削し、この
掘削穴にほゞ垂直方向に継ぎ合わせ部を有する複
数個の地下室用部材のプレキヤストコンクリート
ブロツクを継ぎ合わせて構築したものが提案され
ている。
Due to soaring land prices, changes in lifestyles, and even in preparation for disasters, basements are becoming more and more common in ordinary homes in Japan.
As in the invention disclosed in Publication No. 57-110151, the part that will become the foundation of a building is excavated to a certain depth, and a plurality of basement members having a seam part in a substantially vertical direction are inserted into the excavated hole. A structure constructed by piecing together precast concrete blocks has been proposed.

しかし、この構築物は、地下室構築のための専
用のプレキヤストコンクリートブロツクを使用す
るものであるため高価なものとなること、また各
ブロツク間の連結手段は単なる継ぎ合わせである
ため構造強度が弱く、地震や地盤の不等沈下に対
して安全性が確保しにくいといつた諸問題点があ
る。特に、その上部に構築物を構築する場合が多
いこの種地下室の場合には、その上に建てる構築
物よりも更に大きな構造強度が要求されるもので
ある。
However, this structure is expensive because it uses special precast concrete blocks for constructing basements, and the structural strength is weak because the connecting means between each block is simply a joint. There are various problems such as difficulty in ensuring safety against earthquakes and uneven ground subsidence. In particular, in the case of this type of basement, on which a structure is often constructed, greater structural strength is required than that of the structure built above it.

そこで、特開昭59−8837号公報に開示された発
明のように、床スラブ、壁、及び屋根スラブが一
体に形成された中空体であつて床スラブ、壁及び
屋根スラブの各所に中空のシース管が水平方向に
向けて埋設され、かつシース管の端部が床スラ
ブ、壁及び屋根スラブの外側面に開口されたユニ
ツトをコンクリートにより成形し、そのユニツト
を複数個並列に取付けてなることを特徴とするユ
ニツト式地下建物がある。
Therefore, as in the invention disclosed in Japanese Patent Application Laid-Open No. 59-8837, a hollow body in which a floor slab, a wall, and a roof slab are integrally formed, and a hollow body is provided in various places of the floor slab, walls, and roof slab. A unit in which a sheathed pipe is buried horizontally and the end of the sheathed pipe is opened on the outer surface of a floor slab, wall, or roof slab is molded with concrete, and multiple units are installed in parallel. There is a unit type underground building that is characterized by

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

この発明により、各ユニツト間の連結は前記実
開昭57−110151号公報に開示された考案のものよ
りも強固となるといつた効果はあるが、シース管
の埋設箇所が床スラブ、壁及び屋根スラブの各所
といつたように多いので、ユニツトの肉厚を相当
に大きくしないとユニツト自体の構造強度が弱く
なる、といつた問題点がある。
Although this invention has the effect that the connection between each unit is stronger than that of the device disclosed in the above-mentioned Japanese Utility Model Publication No. 57-110151, the sheath pipe is buried in the floor slab, wall, and roof. Since there are many parts in various parts of the slab, there is a problem that the structural strength of the unit itself will be weakened unless the wall thickness of the unit is considerably increased.

そして又、各ユニツトは地下室構築のための専
用のプレキヤストコンクリートブロツクを使用す
るものであるため、前記考案と同様に、高価なも
のとなるといつた問題点は解決できない。
Furthermore, since each unit uses a special precast concrete block for constructing a basement, the problem of high cost cannot be solved, as in the above invention.

〔問題を解決するための手段〕[Means to solve the problem]

本考案は上記の如き従来の問題点に鑑み、廉価
に構築できること、連結部の構造強度が大きいこ
と、及びユニツト自体の構造強度を劣化させない
ものを提供することを目的としたものであり、そ
の要旨は、四隅に夫々連結用の貫通孔を有する複
数個のコンクリート製箱型暗渠をシール部材を挟
んで連続して配設するとゝもに、その両端開口部
を前記貫通孔と連通する貫通孔を有する端板で閉
塞し、該端板と各箱型暗渠とを夫々前記貫通孔内
に挿通した緊張鋼材を緊張して一体に連結する
とゝもに、前記箱型暗渠のうちいくつかの壁面に
明りとり又は出入用の穴を形成したことを特徴と
する組立式地下室にある。
In view of the above-mentioned conventional problems, the purpose of this invention is to provide a unit that can be constructed at low cost, has high structural strength at the connecting part, and does not deteriorate the structural strength of the unit itself. The gist is that a plurality of concrete box-shaped underdrains each having a through hole for connection at each of the four corners are arranged in succession with a sealing member in between, and through holes that communicate the openings at both ends with the through holes are provided. The end plates and each of the box-shaped underdrains are connected together by tensioning the tensioned steel members inserted into the through holes, and the walls of some of the box-shaped underdrains are It is a prefabricated basement characterized by having a light or a hole for access.

〔実施例〕〔Example〕

以下、本考案を図面に示す実施例により詳細に
説明する。
Hereinafter, the present invention will be explained in detail with reference to embodiments shown in the drawings.

図は天井壁面を地上に露出した半地下式の地下
室に適した例を示し、1,1…は前後方向に開口
した箱型状の枠体で、例えば暗渠用の規格品とし
て工場において製造された、いわゆるコンクリー
ト製の箱型暗渠であり、その四隅には前後に貫通
する貫通孔1aが形成されている。
The figure shows an example suitable for a semi-underground basement with the ceiling and walls exposed above ground. 1, 1... is a box-shaped frame with openings in the front and rear directions, and is manufactured in a factory as a standard product for culverts, for example. Furthermore, it is a so-called box-shaped underdrain made of concrete, and through-holes 1a are formed in the four corners of the culvert to pass through from front to back.

2,3は前記箱型暗渠1,1…のうちいくつ
か、例えば図面では、前後端に配設した箱型暗渠
の天井壁面に形成した同じ大きさの矩形穴で、明
りとり又は出入口用として用いるためのものであ
り、前者の明りとり用の穴2には、ガラス又は合
成樹脂板などの透明板6を枠なしで直接接着剤で
取付けるか或いは枠を用いて穴2に嵌め込んで取
付けられ、又後者の出入口用の穴3には、コンク
リート、鋼板又は合成樹脂などで一体成形された
階段5が配設され、その上端は穴3の端縁に、又
下縁は底壁内部に夫々固定されている。
2 and 3 are some of the box-shaped culverts 1, 1..., for example, in the drawing, they are rectangular holes of the same size formed in the ceiling walls of the box-shaped culverts arranged at the front and rear ends, and are used for lighting or entrances. In the former hole 2 for lighting, a transparent plate 6 such as a glass or synthetic resin plate can be attached directly with adhesive without a frame, or it can be attached by fitting it into the hole 2 using a frame. In the latter entrance/exit hole 3, a staircase 5 integrally formed of concrete, steel plate, synthetic resin, etc. is provided, the upper end of which is attached to the edge of the hole 3, and the lower edge is attached to the inside of the bottom wall. Each is fixed.

6は内方フランジを有する正面視矩形状の端板
で、箱型暗渠1の開口部端面の外形と同一大きさ
のものであり、その四隅には各箱型暗渠1の四隅
に成形した前記貫通孔1aと連通する貫通孔6a
が形成され、該貫通孔6aの開口端部には、拡大
部6bが形成されている。
Reference numeral 6 denotes an end plate having an inner flange and a rectangular shape in front view, which has the same size as the outer shape of the opening end surface of the box-shaped culvert 1, and has the same shape as the above-mentioned end plate formed at the four corners of each box-shaped culvert 1 at its four corners. Through hole 6a communicating with through hole 1a
is formed, and an enlarged portion 6b is formed at the open end of the through hole 6a.

7は緊張用のPC鋼棒で、構築する地下室の長
さに応じた長さを持ち、一端には大径部7aが形
成されている。なお図中、1b,1cは箱型暗渠
1の開口部の一端面に形成した周溝、p,mは緩
衝材を兼ねたシール部材で、シール部材pは周溝
1bに、またシール部材mは周溝1cに夫々嵌合
されている。
Reference numeral 7 denotes a tensioning PC steel rod, which has a length corresponding to the length of the basement to be constructed, and has a large diameter portion 7a formed at one end. In the figure, 1b and 1c are circumferential grooves formed on one end surface of the opening of the box-shaped underdrain 1, p and m are sealing members that also serve as cushioning materials, and the sealing member p is in the circumferential groove 1b, and the sealing member m is in the circumferential groove 1b. are fitted into the circumferential grooves 1c, respectively.

以上のような構成からなる各部材を組立てて地
下室を構築する場合は、先ず予定の場所を掘削し
てその掘削穴の底部に栗石Sを敷き、この上に基
礎コンクリートCを打設して基礎を構築する。
When constructing a basement by assembling each member consisting of the above-mentioned structure, first excavate the planned location, lay chestnut stone S at the bottom of the excavated hole, and pour foundation concrete C on top of this to form the foundation. Build.

次に、この基礎の上に複数個の箱型暗渠1,1
をその開口端面に突き合わせながら直列状態に配
置し、その左右両端部に位置する箱型暗渠1の開
口部に端板6,6を夫々配設する。
Next, on top of this foundation, multiple box-shaped culverts 1, 1
are arranged in series while abutting against the open end surfaces thereof, and end plates 6, 6 are disposed at the openings of the box-shaped underdrains 1 located at both left and right ends, respectively.

そして、各箱型暗渠1の前記貫通孔1a及び端
板6の貫通孔6a内にPC鋼棒7を大径部7aの
他端から挿通し、貫通孔1a及び6a貫通して露
出した先端に第1図及び第5図に示す座金8、受
環9を嵌め、該端部(第1図で左端)をジヤツキ
等で緊張しながらくさび10を受環9とPC鋼棒
7の間に打込み、各箱型暗渠1,1と端板6,6
とをシール部材p,mを介して密着させ、一体に
連結固定する。
Then, insert the PC steel rod 7 into the through hole 1a of each box-shaped underdrain 1 and the through hole 6a of the end plate 6 from the other end of the large diameter part 7a, and insert the PC steel rod 7 into the exposed tip through the through holes 1a and 6a. Fit the washer 8 and receiver ring 9 shown in Figs. 1 and 5, and drive the wedge 10 between the receiver ring 9 and the PC steel bar 7 while tensioning the end (left end in Fig. 1) with a jack or the like. , each box-shaped culvert 1, 1 and end plate 6, 6
are brought into close contact with each other via seal members p and m, and are connected and fixed together.

然る後、もし予め取付けてなければ穴2上に透
明板4を貼着し、また穴3に階段5とドアなどを
とりつけ、配管、配線などを行えば地下室は完成
する。なお図示の例では、第3図の如く、土を埋
め戻した後、その上に構築する家屋の土台Dを箱
型暗渠1,1の上にかゝるよう施工し、家屋を固
定し且つ支持する。
After that, if the transparent plate 4 has not been installed beforehand, attach it to the hole 2, attach the stairs 5 and door to the hole 3, and perform piping, wiring, etc., and the basement will be completed. In the illustrated example, as shown in Figure 3, after backfilling with soil, the foundation D of the house to be built on it is constructed so as to be on top of the box-shaped culverts 1, 1, and the house is fixed and To support.

〔考案の効果〕[Effect of idea]

本考案に係る組立式地下室は、上記のように、
四隅に夫々連結用の貫通孔を有する複数個のコン
クリート製箱型暗渠をシール部材を挟んで連続し
て配設するとゝもに、その両端開口部を前記貫通
孔と連通する貫通孔を有する端板で閉塞し、該端
板と各箱型暗渠とを夫々前記貫通孔内に挿通した
緊張鋼材を緊張して一体に連結するとゝもに、前
記箱型暗渠のうちいくつかの壁面に明りとり又は
出入用の穴を形成した構成であるから、既成の箱
型暗渠をそのまゝ、或いは多少改造して使用する
ことができ、コストの低減を図ることができる。
As mentioned above, the prefabricated basement according to the present invention has the following features:
A plurality of concrete box-shaped underdrains having through holes for connection at each of the four corners are arranged in succession with a sealing member in between, and each end has an opening at each end having a through hole that communicates with the through hole. The end plate and each of the box-shaped culverts are closed with a plate, and the end plate and each of the box-shaped culverts are connected together by tensioning the tensioned steel members inserted into the through holes, and the walls of some of the box-shaped culverts are illuminated. Alternatively, since it has a structure in which a hole is formed for entry and exit, an existing box-shaped underdrain can be used as is or with some modification, and costs can be reduced.

しかも、各部材は緊張鋼材の緊締により一体的
に連結されるため、連結部の構造強度が大で、地
震や不等沈下等の外部からの力に対する耐力が大
きいとゝもに、緊張鋼材を挿通する貫通孔を肉厚
部の最も大きい四隅に形成することにより、箱型
暗渠の構造強度を劣化させることもないので、耐
久性が向上する。
Moreover, since each member is integrally connected by tightening tension steel materials, the structural strength of the connection part is high, and the resistance to external forces such as earthquakes and uneven settlement is high. By forming the through holes for insertion at the four largest corners of the thick part, the structural strength of the box-shaped underdrain is not deteriorated, so durability is improved.

また、垂直方向の支持力も大であるため、本考
案の地下室の上部に家屋なども構築することが可
能であり、土地の有効利用を図ることが出来ると
いつた諸効果がある。
In addition, since the vertical supporting capacity is large, it is possible to construct a house or the like above the basement of the present invention, and there are various effects such as being able to aim for effective use of land.

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

第1図は本案に係る組立式地下室の一部を分解
した斜視図、第2図は組立てた状態の上部半裁縦
断面図、第3図は第2図のA−A線断面矢視相当
図、第4図は第2図B部の拡大図、第5図は同C
部の拡大図である。 1……コンクリート製箱型暗渠、1a……同貫
通孔、2,3……穴、6……端板、6a……同貫
通孔、7……PC鋼棒、p,m……シール部材。
Figure 1 is a partially exploded perspective view of the prefabricated basement according to the present project, Figure 2 is a vertical cross-sectional view of the upper half of the assembled basement, and Figure 3 is a cross-sectional view taken along the line A-A in Figure 2. , Figure 4 is an enlarged view of part B in Figure 2, and Figure 5 is an enlarged view of part C in Figure 2.
FIG. 1... Concrete box type culvert, 1a... Through hole, 2, 3... Hole, 6... End plate, 6a... Through hole, 7... PC steel bar, p, m... Seal member .

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 四隅に夫々連結用の貫通孔を有する複数個のコ
ンクリート製箱型暗渠をシール部材を挟んで連続
して配設するとゝもに、その両端開口部を前記貫
通孔と連通する貫通孔を有する端板で閉塞し、該
端板と各箱型暗渠とを夫々前記貫通孔内に挿通し
た緊張鋼材を緊張して一体に連結するとゝもに、
前記箱型暗渠のうちいくつかの壁面に明りとり又
は出入用の穴を形成したことを特徴とする組立式
地下室。
A plurality of concrete box-shaped underdrains having through holes for connection at each of the four corners are arranged in succession with a sealing member in between, and each end has an opening at each end having a through hole that communicates with the through hole. The end plate and each box-shaped underdrain are closed by a plate, and tensioned steel members inserted into the through holes are connected together by tension.
A prefabricated basement characterized in that some of the walls of the box-shaped culvert are provided with a light or entry/exit holes.
JP1985080785U 1985-05-29 1985-05-29 Expired JPH0247142Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985080785U JPH0247142Y2 (en) 1985-05-29 1985-05-29

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985080785U JPH0247142Y2 (en) 1985-05-29 1985-05-29

Publications (2)

Publication Number Publication Date
JPS61197102U JPS61197102U (en) 1986-12-09
JPH0247142Y2 true JPH0247142Y2 (en) 1990-12-12

Family

ID=30626963

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985080785U Expired JPH0247142Y2 (en) 1985-05-29 1985-05-29

Country Status (1)

Country Link
JP (1) JPH0247142Y2 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0781275B2 (en) * 1989-08-15 1995-08-30 神戸電鉄株式会社 Empty moat type precast concrete basement
JP2506484B2 (en) * 1990-05-23 1996-06-12 ミサワホーム株式会社 Concrete assembled basement
JPH0833017B2 (en) * 1990-05-23 1996-03-29 ミサワホーム株式会社 Concrete assembling basement skeleton structure
JPH04194281A (en) * 1990-11-27 1992-07-14 Matsushita Electric Works Ltd Pit for multistory garage
JP5707418B2 (en) * 2010-11-24 2015-04-30 ▲勧▼ 渡辺 Concatenation method for container-type unit construction
JP5863328B2 (en) * 2011-08-19 2016-02-16 康之 尾又 Evacuation underground facility

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57110151U (en) * 1980-12-27 1982-07-07

Also Published As

Publication number Publication date
JPS61197102U (en) 1986-12-09

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