JPS62242019A - Basement - Google Patents
BasementInfo
- Publication number
- JPS62242019A JPS62242019A JP61085727A JP8572786A JPS62242019A JP S62242019 A JPS62242019 A JP S62242019A JP 61085727 A JP61085727 A JP 61085727A JP 8572786 A JP8572786 A JP 8572786A JP S62242019 A JPS62242019 A JP S62242019A
- Authority
- JP
- Japan
- Prior art keywords
- fiber
- honey
- basement
- reinforced concrete
- comb
- 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
- 239000011210 fiber-reinforced concrete Substances 0.000 claims abstract description 11
- 239000000463 material Substances 0.000 claims abstract description 6
- 230000003014 reinforcing effect Effects 0.000 abstract description 14
- 230000002787 reinforcement Effects 0.000 abstract description 3
- 238000010276 construction Methods 0.000 abstract description 2
- 241000264877 Hippospongia communis Species 0.000 abstract 3
- 239000004567 concrete Substances 0.000 description 11
- 239000000835 fiber Substances 0.000 description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 238000005056 compaction Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 238000010422 painting Methods 0.000 description 2
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 239000010425 asbestos Substances 0.000 description 1
- 230000001174 ascending effect Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 239000011491 glass wool Substances 0.000 description 1
- 239000012784 inorganic fiber Substances 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 239000011490 mineral wool Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 229910052895 riebeckite Inorganic materials 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 238000011282 treatment Methods 0.000 description 1
- 238000004078 waterproofing 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)
本発明は画形に一体に成形することにより設置が簡弔で
密閉性が高く、コストの低い地下室に関するものである
。DETAILED DESCRIPTION OF THE INVENTION (Industrial Field of Application) The present invention relates to a basement that is integrally molded into a picture shape, which is easy to install, has high airtightness, and is low in cost.
(従来技術)
従来地下室は地面を掘り下げてスペースを作り、その中
に設けた基礎上にコンクリートよりなる床、壁等によっ
て構成されているものであり、特にコンクリートの床、
壁の打設には型枠組付け、コンクリート打込、養生、型
枠取外し等の作業が必要であった。(Prior art) Conventionally, a basement is constructed by digging into the ground to create a space, and then constructing a foundation with a concrete floor, walls, etc.
Construction of the walls required work such as formwork assembly, concrete pouring, curing, and formwork removal.
(発明が解決しようとする問題点)
従って従来の地下室は狭い地下のスペース内において型
板等の搬入、搬出や組付、取外しの作業、コンクリート
打込作業が必要であり、地下室の正味スペースよりも相
当広目とするがそれでも作業がやり難く、又養生期間等
にもよって長期の作業期間を必要としていた。又、地下
室は壁、床等の水密性が特に必要であるが、コンクリー
ト打設時の締固めが充分でなく、空隙部を生じ又、コン
クリート打設によって構成するためにfillが大であ
る等の問題点があった。(Problem to be solved by the invention) Therefore, in the conventional basement, it is necessary to carry in, carry out, assemble, remove templates, etc., and pour concrete in a narrow underground space, which takes up less space than the net space of the basement. Although it was made quite wide, the work was still difficult and required a long work period due to the curing period, etc. In addition, basements especially need watertight walls, floors, etc., but the compaction during concrete placement is not sufficient, creating voids, and because the basement is constructed by pouring concrete, the fill is large. There was a problem.
(問題点を解決するための手段)
本発明は上記の問題点を解決するために提供された地下
室であって、上面を開口した方形の画形に#a維補強コ
ンクリートで一体成形され、前記開口部は別途用意され
た同素材よりなる天板により被蓋されて地下に埋設され
軽量であって強度があり、設置が簡単で水密性も完全で
あるようにしたものである。(Means for Solving the Problems) The present invention provides a basement that is provided in order to solve the above problems, and is integrally molded with #a fiber-reinforced concrete in a rectangular shape with an open top. The opening is covered by a separately prepared top plate made of the same material and buried underground, making it lightweight, strong, easy to install, and completely watertight.
(実施例)
以下本発明の一実施例について説明する。1は地下室本
体であり、上面を開口した内形をなし、繊維補強コンク
リート3により一体成形されているものである。該繊維
補強コンクリート3はコンクリートに無機系繊維が混入
されているものであって、繊維は通常セメントに馴染み
易く、耐久性が高く、シかも抗張力の高いものが用いら
れ、その典型例として耐アルカリ性グラスファイバー、
カーボンファイバー、ケプラーファイバー、アスベスト
その他のセラミックファイバー類等が用いられ、理想的
には短繊維状として万遍なく混入され、繊維の縦横の絡
み合いにより補強されている。(Example) An example of the present invention will be described below. Reference numeral 1 denotes the basement main body, which has an internal shape with an open top surface and is integrally molded with fiber reinforced concrete 3. The fiber-reinforced concrete 3 is concrete in which inorganic fibers are mixed, and the fibers are usually compatible with cement, have high durability, and have high tensile strength.A typical example is alkali-resistant. glass fiber,
Carbon fiber, Kepler fiber, asbestos, and other ceramic fibers are used, and ideally they are mixed evenly in the form of short fibers and reinforced by vertical and horizontal intertwining of the fibers.
又、本体1の内面には適宜塗装又はシート等が張設され
、外面には全面に六画形が連続したハニカム形状に隆設
部4が設けられており、該隆設部4がリブの役目をなす
補強構造となって、該本体lの面に加わる外力を隆設部
4に沿って分散させて受止めるようになっている。Further, the inner surface of the main body 1 is appropriately coated with a coating or a sheet, etc., and the outer surface is provided with a raised portion 4 in a honeycomb shape with continuous hexagonal shapes. It serves as a reinforcing structure to disperse and receive external forces applied to the surface of the main body 1 along the raised portions 4.
又、隆設部4内には鉄筋5が埋設されて、隆設部4に従
ってハニカム状に配設され、隆設部4が鉄筋5によって
補強され、鉄v55によって外力をハニカムの三方向に
分散して負担し、隆設部4とその内部への配筋5によっ
て高強度とするようにされたものであり、本体lの肉厚
が従来のコンクリート壁等に比し薄く形成されている。Further, reinforcing bars 5 are buried in the raised portion 4 and arranged in a honeycomb shape according to the raised portion 4, and the raised portion 4 is reinforced by the reinforcing bars 5, and the external force is dispersed in three directions of the honeycomb by the iron v55. It is designed to have high strength due to the raised portion 4 and reinforcement 5 inside it, and the wall thickness of the main body 1 is thinner than that of conventional concrete walls.
又、本体lを構成する各壁面1aが連接する稜部分及び
開口部1b周縁は隆設部4゛と前記へ二カム状の鉄筋2
を連接された鉄筋5゛よりなる補強梁6が形成され、又
底面1cにも適宜の間隔に該補強梁6と同様な構成の補
強桁6゛が設けられ、補強桁6°間は弧状断面の凹面と
して裾付面のバラスへの圧接を可及的に平均化するよう
にされている。Further, the ridge portion where the wall surfaces 1a constituting the main body 1 are connected and the periphery of the opening 1b are formed by the raised portion 4' and the helical cam-shaped reinforcing bar 2.
A reinforcing beam 6 made of reinforcing bars 5'' connected to each other is formed, and reinforcing girders 6'' having the same structure as the reinforcing beam 6 are provided at appropriate intervals on the bottom surface 1c, and the reinforcing girders 6° have an arcuate cross section. As a concave surface, the pressure contact of the skirting surface to the ballast is made to be as even as possible.
2は本体lを被蓋する適数箇に区分された天板であって
、本体lと同様に繊維補強コンクリート3により一体成
形され、その内面に補強リブ構造であるハニカム状の隆
設部4が設けられている。しかし本体lと異り、該隆設
部4間に形成される凹窪部内には発泡ウレタン、ロック
ウール、ガラスウール等の断熱材8が嵌着されて隆設部
4と同一平面とされ、該面にはモルタル吹付により塗装
7が施されており、該天板2は本体lの開口部1b周縁
の補強梁6にポルト9にて締結されて取付けられ1本体
lの周縁上面に突設したシール10と天板lの周縁部の
凹溝内に止着したバックアツプ材11により密閉状とな
るようにされている。又12は本体lの開口部tb周縁
に開設されている溝であり。Reference numeral 2 denotes a top plate divided into an appropriate number of sections that covers the main body 1, which is integrally molded from fiber-reinforced concrete 3 like the main body 1, and has a honeycomb-shaped raised portion 4 having a reinforcing rib structure on its inner surface. is provided. However, unlike the main body 1, a heat insulating material 8 such as foamed urethane, rock wool, glass wool, etc. is fitted into the recessed part formed between the raised parts 4 so that it is flush with the raised parts 4, A coating 7 is applied to this surface by mortar spraying, and the top plate 2 is fastened to the reinforcing beam 6 around the opening 1b of the main body 1 with ports 9, and is provided protruding from the upper surface of the periphery of the main body 1. A sealed seal 10 and a back-up material 11 fixed in a concave groove on the peripheral edge of the top plate 1 are used to form a sealed state. Reference numeral 12 denotes a groove provided at the periphery of the opening tb of the main body l.
該溝12によってコンクリート内の繊維による毛細管現
象を断切るようにされている。The grooves 12 are designed to interrupt capillary action caused by fibers within the concrete.
又、天板2の一隅にはへフチ13が設けられ、該ハツチ
13から本体1の底部に亘って昇降用の梯子又は階段1
4が取付けられる。15は室内用照明ボックスである。Further, a hatch 13 is provided at one corner of the top plate 2, and a ladder or stairs 1 for ascending and descending extends from the hatch 13 to the bottom of the main body 1.
4 is installed. 15 is an indoor lighting box.
尚、本体l及び天板2の外面は防水モルタル、エポ午シ
樹脂等を上塗する防水上塗処理が施されている。The outer surfaces of the main body 1 and the top plate 2 are coated with waterproof mortar, epoxy resin, or the like.
而して該地下室は本体lが入るだけの穴を掘り、本体l
を吊下げる等してこの穴に収め天板2を一体に締着する
だけで地下室の設置が可能とされる。Then, in the basement, dig a hole large enough for the main body l, and
It is possible to install the cellar in a basement simply by hanging it in the hole and fastening the top plate 2 together.
(効果)
以上のように本発明に係る地下室は上面を開口した方形
の繭形に繊維補強コンクリートで一体成形され、前記開
口部は別途用意された同素材よりなる天板により被蓋さ
れて地下に埋設されるので、
(1)従来の地下室のように地下に地下室の設置スペー
スよりも大巾に余裕をもった穴を掘り、その穴の中に型
組をしてコンクリートを打設し、締固め、養生、型外し
等の後防水処理、塗装等を行う必要がなく、作業条件の
悪い設置現場における作業日数が極端に短縮される。(Effects) As described above, the basement according to the present invention is integrally formed with fiber-reinforced concrete into a rectangular cocoon shape with an open top, and the opening is covered with a separately prepared top plate made of the same material. (1) Like a conventional basement, dig a hole that is wider than the installation space of the basement, set a mold in the hole, and pour concrete. There is no need to perform waterproofing, painting, etc. after compaction, curing, mold removal, etc., and the number of work days at installation sites with poor working conditions is extremely shortened.
(2)地下室は繊維補強コンクリートよりなるので従来
のコンクリートによるものより強度があり、薄肉の壁体
より構成でき軽量であるので設置が容易であり、又材料
が少くて済み経済的である。特に実施例のようにハニカ
ム状の隆設部を全面にリブ状に設けた補強構造としてこ
の隆設部に沿って配筋すれば更に軽量のものとすること
ができるので地下室の設置が極めて容易である。(2) Since the basement is made of fiber-reinforced concrete, it is stronger than conventional concrete, and since it is constructed from thin walls and is lightweight, it is easy to install, and requires less material, making it economical. In particular, if the reinforcing structure has honeycomb-like ridges in the form of ribs on the entire surface and the reinforcement is arranged along the ridges as in the example, it can be made even lighter, making it extremely easy to install in a basement. It is.
(3)又1本体は工場において一体成形され、塗装等の
処理迄されるので能率的で且つ丁寧な作業によって均質
なものが得られ、コンクリートの密度が一定し、a目の
ない一体のものであるので水密性、密閉性が確保され、
又、同一のものを量産できるのでコストが低下する。(3) Also, since the main body is integrally molded in a factory and even undergoes painting and other treatments, a homogeneous product can be obtained through efficient and careful work, and the density of the concrete is constant, making it a one-piece product with no apertures. This ensures watertightness and airtightness,
Moreover, since the same product can be mass-produced, costs are reduced.
(4)地下室設置用の穴は地下室をそのま一吊下し設置
するだけであるのでその大きさに対して、大きな余裕を
持たせる必要がなく。(4) Since the hole for installing the basement is simply installed by suspending the basement, there is no need to provide a large margin for the size of the basement.
掘削作業、埋戻作業が少くて済む。Less excavation and backfilling work is required.
第1図は本発明に係る地下室の一実施例の斜視図、第2
図は設置された状態の同断面図、第3図は本体の吊下作
業を示す斜視図である。
1・・・本体、2・・・天板、3・・・繊維補強コンク
リート、4・・・隆設部、5・・・鉄筋、6・・・補強
梁、6゛・・・補強桁、9・・・ボルト、13・・・/
\ラッチ14・・・梯子、15・・・照明ボックス。FIG. 1 is a perspective view of an embodiment of a basement according to the present invention, and FIG.
The figure is a sectional view of the same in the installed state, and FIG. 3 is a perspective view showing the hanging operation of the main body. DESCRIPTION OF SYMBOLS 1... Main body, 2... Top plate, 3... Fiber reinforced concrete, 4... Raised portion, 5... Rebar, 6... Reinforced beam, 6゛... Reinforced girder, 9...volt, 13.../
\Latch 14...Ladder, 15...Lighting box.
Claims (1)
体成形され、前記開口部は別途用意された同素材よりな
る天板により被蓋されて地下に埋設されることを特徴と
する地下室。A basement characterized in that it is integrally molded with fiber-reinforced concrete into a rectangular shape with an open top, and the opening is covered with a separately prepared top plate made of the same material and buried underground.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP61085727A JPS62242019A (en) | 1986-04-14 | 1986-04-14 | Basement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP61085727A JPS62242019A (en) | 1986-04-14 | 1986-04-14 | Basement |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS62242019A true JPS62242019A (en) | 1987-10-22 |
Family
ID=13866879
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP61085727A Pending JPS62242019A (en) | 1986-04-14 | 1986-04-14 | Basement |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS62242019A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2022505592A (en) * | 2018-11-02 | 2022-01-14 | ユナイテッド・ステイツ・ジプサム・カンパニー | Underground modular assembly |
-
1986
- 1986-04-14 JP JP61085727A patent/JPS62242019A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2022505592A (en) * | 2018-11-02 | 2022-01-14 | ユナイテッド・ステイツ・ジプサム・カンパニー | Underground modular assembly |
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