JP2000179045A - Prefabricated simple shed - Google Patents
Prefabricated simple shedInfo
- Publication number
- JP2000179045A JP2000179045A JP10352822A JP35282298A JP2000179045A JP 2000179045 A JP2000179045 A JP 2000179045A JP 10352822 A JP10352822 A JP 10352822A JP 35282298 A JP35282298 A JP 35282298A JP 2000179045 A JP2000179045 A JP 2000179045A
- Authority
- JP
- Japan
- Prior art keywords
- lightweight
- aggregate
- precast concrete
- concrete
- members
- 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
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- Rod-Shaped Construction Members (AREA)
Abstract
Description
【０００１】[0001]
【発明の属する技術分野】この発明は、組立式簡易小屋
に係り、特に公園の公衆トイレ、休憩所、売店、あるい
は山小屋、災害時に必要な簡易家屋、鉄道やバス、タク
シーの待合所、物置小屋等に有用な軽量プレキャストコ
ンクリート部材を用いた組立式の簡易小屋に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a prefabricated hut, and more particularly to a public toilet in a park, a rest area, a stand, or a mountain hut, a simple house necessary for a disaster, a railway, bus, taxi shelter, and a shed. TECHNICAL FIELD The present invention relates to an assembling-type simple hut using a lightweight precast concrete member that is useful for, for example, the following.
【０００２】[0002]
【従来の技術】従来、物置小屋等の簡易小屋は鋼板製の
ものが多かったが、強度及び耐久性に乏しいため、公衆
トイレ等に対してはコンクリートが用いられるようにな
った。この場合、作業者が簡易小屋の設置現場へ出向
き、その現場で鉄筋の組立、型枠の設置並びにコンクリ
ートの打設等の作業を行っていた。しかしながら、設置
現場で工数の多い作業を行うので、工期が長期化するだ
けでなく、天候に応じて工期が不安定になり、さらに現
場での作業が多いため作業労務費が嵩むという不都合が
あった。また、意匠性に富む小屋を低コストで得ること
が困難であった。そこで、簡易小屋を屋根部材、壁部
材、床部材等に分割してこれらの部材を工場生産し、設
置現場へ運搬して組み立てるプレキャストコンクリート
製の簡易小屋が提案されている。2. Description of the Related Art Conventionally, many simple sheds such as storage sheds have been made of steel plates, but because of their poor strength and durability, concrete has been used for public toilets and the like. In this case, the worker goes to the installation site of the simple hut, and performs operations such as assembling the reinforcing bar, installing the formwork, and placing concrete at the installation site. However, there are inconveniences that not only the work period is prolonged, but also the work period becomes unstable depending on the weather, and the work labor is increased due to the large number of work sites, because the work requires many man-hours at the installation site. Was. Also, it has been difficult to obtain a hut having a good design at low cost. Therefore, there has been proposed a simple precast concrete hut in which a simple hut is divided into a roof member, a wall member, a floor member, and the like, and these members are factory-produced, transported to an installation site, and assembled.
【０００３】[0003]
【発明が解決しようとする課題】しかしながら、コンク
リート製の屋根部材、壁部材、床部材等が大きな重量を
有し、必ずしも近距離でない工場から設置現場までこれ
らの部材を運搬するために輸送コストが高くつくという
問題点があった。また、山奥あるいは高所等の設置場所
によっては、重量制限等の輸送条件のため現場での組立
に適した部材への分割ができずに各部材が小さくなりす
ぎ、現場組立の工期や労務費が期待するほど軽減できな
いという問題点もあった。この発明はこのような問題点
を解消するためになされたもので、プレキャストコンク
リート部材の必要な強度を確保しながら軽量化を図るこ
とにより、運搬が容易で且つ条件の異なる種々の設置現
場で容易に組み立てることができる組立式簡易小屋を提
供することを目的とする。However, concrete roof members, wall members, floor members, and the like have large weights, and transportation costs for transporting these members from factories that are not always close to the installation site are low. There was a problem that it was expensive. In addition, depending on the installation location such as a mountain or a high place, due to transportation conditions such as weight restrictions, it is not possible to divide into members suitable for assembly on site, and each member becomes too small, so that the construction time and labor cost of on-site assembly There was also a problem that it could not be reduced as expected. The present invention has been made to solve such a problem, and by reducing the weight while securing the necessary strength of the precast concrete member, the precast concrete member can be easily transported and easily installed at various installation sites with different conditions. It is an object of the present invention to provide an assembling-type simple hut that can be assembled in a single room.
【０００４】[0004]
【課題を解決するための手段】この発明に係る組立式簡
易小屋は、軽量骨材を含み且つ気乾比重１．５以下、圧
縮強度２０Ｎ／ｍｍ2以上の軽量プレキャストコンクリ
ート部材を組み立てて形成されるものである。このた
め、簡易小屋としての必要強度を確保しつつ軽量化を図
ることができ、その結果、軽量プレキャストコンクリー
ト部材の運搬、施工現場における組立作業が容易とな
り、コスト及び工期の軽減がなされる。SUMMARY OF THE INVENTION An assembled simple hut according to the present invention is formed by assembling lightweight precast concrete members containing lightweight aggregate, having an air-dry specific gravity of 1.5 or less, and a compressive strength of 20 N / mm 2 or more. Things. For this reason, it is possible to reduce the weight while securing the necessary strength as a simple hut. As a result, the transportation of the lightweight precast concrete member and the assembling work at the construction site are facilitated, and the cost and the construction period are reduced.
【０００５】上記のようなプレキャスト部材を得るに
は、粗骨材の絶乾比重０．５〜１．５で、プレウエッチ
ングを行うことなく使用できる範囲として吸水率を５．
０％以下に規定したもの、すなわち骨材内部に微細な数
μｍ〜２０μｍ程度の独立気泡を形成することによって
吸水率５．０％以下を確保することができる軽量骨材、
及び混和剤等を使用しなくても容易に必要強度が得られ
る圧壊強度７００Ｎ以上の軽量骨材を使用することが好
ましい。このような骨材としては、太平洋セメント株式
会社製のアサノスーパーライトがある。細骨材も軽量で
吸水率の少ない、例えば硬質パーライト等の軽量骨材を
使用することが好ましい。また、これらを併用し減水剤
等の使用により水セメント比を４０％以下と低くすれ
ば、容易に気乾比重１．５以下（つまり従来の普通コン
クリートのおよそ６０％の軽量化を図ることにより、明
確な軽減効果を得ることができる範囲）で、圧縮強度２
０Ｎ／ｍｍ2以上の軽量コンクリートを得ることができ
る。この軽量コンクリートを用いれば、普通コンクリー
ト部材の断面形状を変えることなく軽量プレキャストコ
ンクリート部材が製造できる。[0005] In order to obtain the above-mentioned precast member, the coarse aggregate has an absolute dry specific gravity of 0.5 to 1.5 and a water absorption rate of 5.
0% or less, that is, a lightweight aggregate capable of securing a water absorption of 5.0% or less by forming fine closed cells of about several μm to 20 μm inside the aggregate,
It is preferable to use a lightweight aggregate having a crushing strength of 700 N or more that can easily obtain the required strength without using an admixture or the like. As such an aggregate, there is Asano Super Light manufactured by Taiheiyo Cement Corporation. It is also preferable to use a lightweight aggregate having a small water absorption rate, such as hard pearlite, for the fine aggregate. In addition, if these are used in combination and the water cement ratio is reduced to 40% or less by using a water reducing agent or the like, the air-dry specific gravity can be easily reduced to 1.5 or less (that is, by reducing the weight by about 60% of conventional ordinary concrete). Compressive strength 2 within a range where a clear reduction effect can be obtained)
Lightweight concrete of 0 N / mm 2 or more can be obtained. Using this lightweight concrete, a lightweight precast concrete member can be manufactured without changing the cross-sectional shape of the ordinary concrete member.
【０００６】なお、圧壊強度７００Ｎ以上の軽量骨材を
使用しない場合には、必要に応じてシリカヒューム、珪
石粉、スラグ粉、石灰石粉等のセメント混和剤や水和促
進剤等の化学混和剤を添加してもよい。したがって、本
発明によれば軽量プレキャストコンクリート部材として
は、従来のように起泡剤での気泡混入による軽量化、あ
るいは繊維状の補強材等により軽量化や高強度化を図ら
なくてもよく、具体的にはセメント、軽量骨材、減水
剤、ＡＥ剤及び混練水のみを練り混ぜて形成することで
よい。セメント、減水剤、ＡＥ剤等の種類は限定されな
い。なお、本発明の軽量プレキャストコンクリート部材
の製造方法は、従来の方法を適宜組み合わせて用いれば
よく、装置も慣用の装置でよい。また、本発明の組立式
簡易小屋の施工方法も従来の組立式小屋の施工方法が使
用できるが、軽量であるため部材を大きくし接合部を少
なくすることができ、より簡便な施工で安定した性能の
ものを作ることができる。When a lightweight aggregate having a crushing strength of 700 N or more is not used, a cement admixture such as silica fume, silica stone powder, slag powder, limestone powder or the like, or a chemical admixture such as a hydration accelerator, may be used as necessary. May be added. Therefore, according to the present invention, as a lightweight precast concrete member, it is not necessary to achieve weight reduction or high strength by mixing bubbles with a foaming agent as in the related art, or a fibrous reinforcing material, etc. Specifically, it may be formed by kneading and mixing only cement, lightweight aggregate, water reducing agent, AE agent and kneading water. The types of cement, water reducing agent, AE agent and the like are not limited. In addition, the manufacturing method of the lightweight precast concrete member of the present invention may be used by appropriately combining conventional methods, and a conventional apparatus may be used. In addition, the construction method of the prefabricated hut of the present invention can also use the conventional prefabricated hut construction method, but since it is lightweight, the members can be enlarged and the number of joints can be reduced, and the construction can be performed more easily and stably. We can make things with performance.
【０００７】[0007]
【発明の実施の形態】以下、この発明の実施の形態を添
付図面に基づいて説明する。図１及び図２に物置小屋に
適用したこの発明の実施の形態に係る組立式簡易小屋を
示す。この物置小屋は、共に軽量プレキャストコンクリ
ート製の側壁部材１と屋根部材２とから構成されてい
る。側壁部材１の一つの壁面には開口部が形成され、こ
こに両開きのドア３が設けられている。図３に物置小屋
の平面断面図を示す。側壁部材１は、例えば外寸で間口
３．５ｍ、奥行き２．３ｍ、厚さ１５０ｍｍに形成さ
れ、四方の壁面を平面矩形状に配置して一体構造とした
ものである。屋根部材２は、２枚の矩形パネルを互いに
傾斜させた屋根部と切妻壁部等とを一体構造としたもの
で、簡易小屋の組立時には側壁部材１の上端部に嵌合さ
れる。Embodiments of the present invention will be described below with reference to the accompanying drawings. FIG. 1 and FIG. 2 show an assembly-type simple shed according to an embodiment of the present invention applied to a shed. This storage shed comprises a side wall member 1 and a roof member 2 both made of lightweight precast concrete. An opening is formed in one wall surface of the side wall member 1, and a double door 3 is provided here. FIG. 3 shows a plan sectional view of the storage shed. The side wall member 1 is formed, for example, to have an external dimension of 3.5 m in width, 2.3 m in depth, and 150 mm in thickness, and has an integral structure in which four wall surfaces are arranged in a plane rectangular shape. The roof member 2 has a roof portion in which two rectangular panels are inclined with respect to each other and a gable wall portion or the like, and is fitted to the upper end portion of the side wall member 1 at the time of assembling the simple hut.
【０００８】このような側壁部材１と屋根部材２とを工
場で予め製造しておく。このときの軽量プレキャストコ
ンクリート部材の製造例を以下に示す。 （１）使用材料 セメント：普通ポルトランドセメント（太平洋セメント株式会社製） 混練水 ：水道水 細骨材 ：硬質パーライト（ＫＰ−１，ＫＰ−３（太平洋セメント株式会社製） を体積比１：１で混合した軽量細骨材、表乾比重１．３、絶乾比重 １．２、吸水率８．３％） 粗骨材 ：アサノスーパーライト（太平洋セメント株式会社製、圧壊強度 １０００Ｎ、表乾比重０．８５、絶乾比重０．８３、吸水率２．４０ ％） 混和剤 ：減水剤（レオビルドＳＰ−８Ｓ、株式会社エヌエムビー製） ＡＥ剤（マイクロエア７７５Ｓ、株式会社エヌエムビー製）[0008] Such a side wall member 1 and a roof member 2 are manufactured in advance at a factory. The manufacturing example of the lightweight precast concrete member at this time is shown below. (1) Materials used Cement: ordinary Portland cement (manufactured by Taiheiyo Cement Co., Ltd.) Kneading water: tap water Fine aggregate: hard pearlite (KP-1, KP-3 (manufactured by Taiheiyo Cement Co., Ltd.)) at a volume ratio of 1: 1 Mixed lightweight fine aggregate, surface dry specific gravity 1.3, absolute dry specific gravity 1.2, water absorption 8.3%) Coarse aggregate: Asano Superlite (manufactured by Taiheiyo Cement Corporation, crushing strength 1000N, surface dry specific gravity 0) 0.85, absolute dry specific gravity 0.83, water absorption 2.40%) Admixture: water reducing agent (Reobuild SP-8S, manufactured by NMB Corporation) AE agent (Micro Air 775S, manufactured by NMB Corporation)
【０００９】（２）配合及び混練 表１に示す配合でセメント、細骨材及び粗骨材をパン型
ミキサーに投入して空練りを約１５秒間行った後、混練
水全体の８０％の水を入れて３０秒間混練し、さらに残
りの水量と混和剤（減水剤＋ＡＥ剤）を投入して９０秒
間混練することにより軽量コンクリートを調製した。材
令２８日での圧縮強度を表２に示す。(2) Mixing and kneading Cement, fine aggregate and coarse aggregate are charged into a pan-type mixer with the mixing shown in Table 1 and kneaded for about 15 seconds. Was added and kneaded for 30 seconds, and the remaining amount of water and an admixture (water reducing agent + AE agent) were added and kneaded for 90 seconds to prepare a lightweight concrete. Table 2 shows the compressive strength at a material age of 28 days.
【００１０】[0010]
【表１】 [Table 1]
【００１１】[0011]
【表２】 [Table 2]
【００１２】（３）成形及び養生 型枠にスペーサ及び鉄筋をセットした後、型枠内に混練
後の軽量コンクリートを流し込み、棒バイブレータによ
り締め固めを行った。表面仕上げは金ごて仕上げとし
た。なお、側壁部材１は、据え付け時と同様に型枠を直
立させ、その上端部から軽量コンクリートを縦打ちした
が、骨材の分離は生じなかった。一方、屋根部材２は、
据え付け時とは上下逆方向に型枠を形成して軽量コンク
リートの打設を行った。その後、前置き３時間及び蒸気
養生４時間の養生を行った。(3) Forming and Curing After setting the spacers and reinforcing bars in the mold, the lightweight concrete after kneading was poured into the mold and compacted with a rod vibrator. The surface finish was ironing. As for the side wall member 1, the formwork was erected upright as in the case of the installation, and lightweight concrete was vertically struck from the upper end thereof, but no separation of the aggregate occurred. On the other hand, the roof member 2
A formwork was formed in the upside-down direction from the installation, and lightweight concrete was poured. Thereafter, curing was performed for 3 hours in advance and 4 hours for steam curing.
【００１３】このようにして、気乾比重１．３、ＪＩＳ
Ａ １１０８に準拠した圧縮強度試験より２８日強度
（表２参照）２７．０Ｎ／ｍｍ2の軽量プレキャストコ
ンクリートからなる側壁部材１及び屋根部材２を作成し
た。さらに、工場において、側壁部材１の開口部に両開
きのドア３を取り付けておいた。なお、工場における側
壁部材１及び屋根部材２の作成時に外壁側にタイルを貼
り装飾加工を施した。Thus, the air-dry specific gravity is 1.3, JIS
A side wall member 1 and a roof member 2 made of lightweight precast concrete having a 28-day strength (see Table 2) of 27.0 N / mm 2 from a compressive strength test based on A1108 were prepared. Further, a double door 3 is attached to the opening of the side wall member 1 in the factory. At the time of producing the side wall member 1 and the roof member 2 at the factory, tiles were applied to the outer wall side to perform decorative processing.
【００１４】これらの軽量プレキャストコンクリート部
材を工場から設置現場に運搬して組立作業を行った。ま
ず、図４に示されるように、砕石４の上に捨てコンクリ
ート５を打設し、この捨てコンクリート５の上に基礎コ
ンクリート６を打設した。基礎コンクリート６は、最初
に所定の厚さで捨てコンクリート５の上に打設し、その
上に側壁部材１を載置した後、残りのコンクリートを側
壁部材１の内部及び外周部にそれぞれ打設して側壁部材
１と一体化させた。次に、側壁部材１の上に屋根部材２
を載せ、両者の接合部にそれぞれ形成された段差を利用
して屋根部材２を側壁部材１に嵌合させて、物置小屋の
構築を完了させた。なお、ドア３の前に現場打ちコンク
リートによる犬走り７を形成することもできる。These lightweight precast concrete members were transported from the factory to the installation site and assembled. First, as shown in FIG. 4, a discarded concrete 5 was cast on the crushed stone 4, and a foundation concrete 6 was cast on the discarded concrete 5. The foundation concrete 6 is first cast at a predetermined thickness on the discarded concrete 5, and after placing the side wall member 1 thereon, the remaining concrete is poured into the inside and the outer peripheral portion of the side wall member 1, respectively. Then, it was integrated with the side wall member 1. Next, the roof member 2 is placed on the side wall member 1.
Was placed, and the roof member 2 was fitted to the side wall member 1 by utilizing the steps formed at the joints of the two, thereby completing the construction of the storage shed. Note that a dog running 7 made of cast-in-place concrete can be formed in front of the door 3.
【００１５】上記の通りこの発明では、圧縮強度が２０
Ｎ／ｍｍ2以上でありながら気乾比重１．５以下という
極めて軽量のプレキャストコンクリート部材を用いるた
め、部材の運搬コストを軽減することができると共に、
重量制限等の輸送条件にも拘わらず一つの部材を大型化
することができ、現場での組立作業及び工期の軽減が可
能となる。As described above, in the present invention, the compression strength is 20
Since an extremely lightweight precast concrete member having an air-drying specific gravity of 1.5 or less while being N / mm 2 or more is used, the transportation cost of the member can be reduced.
One member can be increased in size regardless of transportation conditions such as weight restrictions, and the on-site assembling work and the construction period can be reduced.
【００１６】なお、起泡剤により発生した気泡を含ませ
て軽量化した気泡コンクリートや、鋼繊維等の繊維状補
強材を含ませて補強することにより部材の薄肉化を可能
とする繊維補強コンクリートを使用すれば、軽量のプレ
キャストコンクリート部材を作成することができるが、
これら気泡コンクリートや繊維補強コンクリートは、部
材を大型化しようとした場合、気泡や繊維状補強材の均
一分散や混入のしやすさの点で、その製造に特殊な技術
が必要となり、製造時の作業手順が複雑なものとなる。
これに対して、この発明で用いられる軽量プレキャスト
コンクリート部材は、上述したような特定の軽量骨材を
含ませることによって必要強度を確保しつつ軽量化を図
るので、普通コンクリートを使用したプレキャストコン
クリート部材とほぼ同じ作業手順で製造することができ
る。It is to be noted that lightweight cellular concrete containing bubbles generated by a foaming agent or fiber-reinforced concrete which can be made thinner by incorporating a fibrous reinforcing material such as steel fiber for reinforcement. Can be used to create lightweight precast concrete members,
When attempting to increase the size of these cellular concrete or fiber reinforced concrete, special techniques are required for their production because of the uniform distribution and ease of mixing of the cellular and fibrous reinforcing materials. The work procedure becomes complicated.
On the other hand, the lightweight precast concrete member used in the present invention is designed to reduce the weight while ensuring the required strength by including the specific lightweight aggregate as described above. It can be manufactured with almost the same working procedure as.
【００１７】上述した実施の形態では、物置小屋につい
て説明したが、この発明は、物置小屋に限るものではな
く、公園の公衆トイレ、休憩所、売店、災害時に必要な
簡易家屋、鉄道やバス、タクシーの待合所等の組立式簡
易小屋に幅広く適用することができる。また、山間部に
設置される山小屋は、従来、資材の運搬、調達等の面か
ら耐久性の面では十分とはいえない木材を使用したもの
が多かったが、この発明を適用すれば、部材が軽量とな
るため、工場から山間部への運搬が可能となり、プレキ
ャストコンクリート製の組立式山小屋を実現することが
できる。また、この発明によれば、軽量かつ強度発現の
良好な軽量コンクリートを用いて従来より一体化の進ん
だ大型部材が容易に得られるため、複雑な形状への対応
が可能となり表面装飾の点だけでなく形状の点からもよ
り意匠性に富んだ簡易小屋が得られる。In the above-described embodiment, the storage shed has been described. However, the present invention is not limited to the storage shed, but includes public restrooms, rest areas, shops, simple houses necessary for disasters, railways and buses, etc. It can be widely applied to prefabricated sheds such as taxi shelters. Conventionally, mountain huts installed in mountainous areas often use wood that is not sufficiently durable in terms of material transportation and procurement, but if this invention is applied, members Since it is lightweight, it can be transported from the factory to the mountainous area, and a prefabricated prefabricated concrete hut can be realized. Further, according to the present invention, a large-sized member that is more integrated than before can be easily obtained using lightweight concrete that is lightweight and has good strength expression, so that it is possible to cope with complicated shapes, and only in terms of surface decoration. In addition, a simple hut with a better design can be obtained in terms of shape and shape.
【００１８】[0018]
【発明の効果】以上説明したように、この発明に係る組
立式簡易小屋は、軽量骨材を含み且つ気乾比重１．５以
下、圧縮強度２０Ｎ／ｍｍ2以上の軽量プレキャストコ
ンクリート部材を組み立てて形成するので、簡易小屋と
しての必要強度を確保しつつ軽量化を図ることができ、
部材の運搬、施工現場における組立作業が容易となり、
コスト及び工期の軽減がなされる。このような軽量プレ
キャストコンクリート部材は、例えば、粗骨材として、
内部に数μｍ〜２０μｍ程度の微細な独立気泡が分布さ
れ、絶乾比重０．５〜１．５、吸水率５．０％以下で、
圧壊強度が７００Ｎ以上の軽量骨材を用い、細骨材とし
て硬質パーライトを使用することによって製造すること
が可能である。軽量プレキャストコンクリート部材とし
て、軽量化あるいは高強度化を図るためにこれまでのよ
うに起泡剤による気泡あるいは繊維状の補強材を含ませ
る必要がない。具体的には、セメント、軽量骨材、減水
剤、ＡＥ剤及び混練水のみを練り混ぜて上記目的とする
軽量プレキャストコンクリート部材を形成することがで
きる。As described above, the prefabricated shed according to the present invention is constructed by assembling a lightweight precast concrete member containing a lightweight aggregate, having an air-dry specific gravity of 1.5 or less and a compressive strength of 20 N / mm 2 or more. Since it is formed, it is possible to reduce the weight while securing the necessary strength as a simple hut,
Material transportation and assembly work at the construction site become easy,
Cost and construction time are reduced. Such lightweight precast concrete members, for example, as coarse aggregate,
Fine closed cells of about several μm to 20 μm are distributed inside, and the absolute dry specific gravity is 0.5 to 1.5, and the water absorption is 5.0% or less.
It can be manufactured by using a lightweight aggregate having a crushing strength of 700 N or more and using hard pearlite as a fine aggregate. As a lightweight precast concrete member, it is not necessary to include air bubbles by a foaming agent or a fibrous reinforcing material as in the past in order to achieve weight reduction or high strength. Specifically, only the cement, the lightweight aggregate, the water reducing agent, the AE agent, and the kneading water are kneaded and mixed to form the lightweight precast concrete member having the above object.
【図１】この発明の実施の形態に係る組立式簡易小屋を
示す正面図である。FIG. 1 is a front view showing an assembly-type simple hut according to an embodiment of the present invention.
【図２】実施の形態に係る組立式簡易小屋を示す側面図
である。FIG. 2 is a side view showing an assembly-type simple hut according to the embodiment.
【図３】実施の形態に係る組立式簡易小屋を示す平面断
面図である。FIG. 3 is a cross-sectional plan view showing an assembly-type simple hut according to the embodiment.
【図４】実施の形態に係る組立式簡易小屋を示す側面断
面図である。FIG. 4 is a side cross-sectional view showing an assembly-type simple hut according to the embodiment.
１ 側壁部材 ２ 屋根部材 ３ ドア ４ 砕石 ５ 捨てコンクリート ６ 基礎コンクリート ７ 犬走り DESCRIPTION OF SYMBOLS 1 Side wall member 2 Roof member 3 Door 4 Crushed stone 5 Discarded concrete 6 Foundation concrete 7 Dog running
Claims (8)
下、圧縮強度２０Ｎ／ｍｍ2以上の軽量プレキャストコ
ンクリート部材を組み立てて形成されることを特徴とす
る組立式簡易小屋。1. An assembling type simple hut, comprising a lightweight precast concrete member containing lightweight aggregate, having an air-dry specific gravity of 1.5 or less and a compressive strength of 20 N / mm 2 or more.
数μｍ〜２０μｍ程度の微細な独立気泡が分布されたも
のである請求項１に記載の組立式簡易小屋。2. The assembly type shed according to claim 1, wherein the lightweight aggregate used as the coarse aggregate has fine closed cells of several μm to 20 μm distributed therein.
重０．５〜１．５、吸水率５．０％以下である請求項１
または２に記載の組立式簡易小屋。3. The lightweight aggregate used as coarse aggregate has an absolute dry specific gravity of 0.5 to 1.5 and a water absorption of 5.0% or less.
Or the assembly type simple hut described in 2.
度が７００Ｎ以上である請求項１〜３のいずれか一項に
記載の組立式簡易小屋。4. The assembly type shed according to claim 1, wherein the lightweight aggregate used as the coarse aggregate has a crushing strength of 700 N or more.
ーライトである請求項１〜４のいずれか一項に記載の組
立式簡易小屋。5. The prefabricated shed according to any one of claims 1 to 4, wherein the lightweight aggregate used as the fine aggregate is hard pearlite.
起泡剤による気泡を含まない請求項１〜５のいずれか一
項に記載の組立式簡易小屋。6. The lightweight precast concrete member comprises:
The prefabricated shed according to any one of claims 1 to 5, which does not contain bubbles caused by a foaming agent.
繊維状の補強材を含まない請求項１〜５のいずれか一項
に記載の組立式簡易小屋。7. The lightweight precast concrete member comprises:
The assembly type simple shed according to any one of claims 1 to 5, which does not include a fibrous reinforcing material.
セメント、軽量骨材、減水剤、ＡＥ剤及び混練水のみを
練り混ぜて形成される請求項１〜７のいずれか一項に記
載の組立式簡易小屋。8. The lightweight precast concrete member comprises:
The assembly-type simple shack according to any one of claims 1 to 7, which is formed by kneading only cement, lightweight aggregate, a water reducing agent, an AE agent, and kneading water.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10352822A JP2000179045A (en) | 1998-12-11 | 1998-12-11 | Prefabricated simple shed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10352822A JP2000179045A (en) | 1998-12-11 | 1998-12-11 | Prefabricated simple shed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2000179045A true JP2000179045A (en) | 2000-06-27 |
Family
ID=18426683
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10352822A Pending JP2000179045A (en) | 1998-12-11 | 1998-12-11 | Prefabricated simple shed |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2000179045A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20000058872A (en) * | 2000-07-03 | 2000-10-05 | 장용진 | How to construct building in rotation and height |
| JP2007154509A (en) * | 2005-12-05 | 2007-06-21 | Ntt Facilities Inc | Power generation system for taxi waiting place |
| US8191318B2 (en) | 2002-07-08 | 2012-06-05 | Yugenkaisha Japan Tsusyo | Prefabricated resin house |
| CN111550088A (en) * | 2020-05-27 | 2020-08-18 | 温州阳格凡电子科技有限公司 | Multifunctional laboratory security inspection device |
-
1998
- 1998-12-11 JP JP10352822A patent/JP2000179045A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20000058872A (en) * | 2000-07-03 | 2000-10-05 | 장용진 | How to construct building in rotation and height |
| US8191318B2 (en) | 2002-07-08 | 2012-06-05 | Yugenkaisha Japan Tsusyo | Prefabricated resin house |
| JP2007154509A (en) * | 2005-12-05 | 2007-06-21 | Ntt Facilities Inc | Power generation system for taxi waiting place |
| CN111550088A (en) * | 2020-05-27 | 2020-08-18 | 温州阳格凡电子科技有限公司 | Multifunctional laboratory security inspection device |
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