JPS6056505A - Manufacture of reinforced concrete body - Google Patents
Manufacture of reinforced concrete bodyInfo
- Publication number
- JPS6056505A JPS6056505A JP16717783A JP16717783A JPS6056505A JP S6056505 A JPS6056505 A JP S6056505A JP 16717783 A JP16717783 A JP 16717783A JP 16717783 A JP16717783 A JP 16717783A JP S6056505 A JPS6056505 A JP S6056505A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- reinforced concrete
- formwork
- manufacture
- concrete body
- 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
Landscapes
- Producing Shaped Articles From Materials (AREA)
- Moulds, Cores, Or Mandrels (AREA)
- Laminated Bodies (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
本う６明はアスファルトシートで被覆さ才した強化コン
クリート体の製音方法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for making a reinforced concrete body covered with an asphalt sheet.
海岸等の海洋注烏食堀境にあるコンクリートｕｉ１・符
に価脚あるいは鉄道のコンクリート製枕木は波全かぶり
太賜九線ｒい−）でＱＱ ｌｌコ゛＋４し、又波をかぶ
り乾燥しこ２１の綜り返しによってコンクリート表１１
］Ｊ ｆ／）福分濃度がイ！広Ｉすに７４”よくη′つ
てこ第１かコンクリート内部［浸例しコンクリート成形
体の円部［配筋ざｎてい４鉄肋Ｋ ７田−る。Concrete ui1/marks on the coast, etc., on the border of the ocean, or concrete sleepers on railways, are covered with waves and covered with QQ ll Co + 4, and then covered with waves and dried. Concrete table 11 by turning 21
]J f/) The concentration of fortune is good! Width I is 74" wide.
このようＫなると秩筋は思通に恥長しルｌ’ｊ ’ｒ勤
生じ、この鉤によって鉄）１７ｊか１匝張してコンクリ
ート組織全内部からイ反壊しコンクリ−１・の劣化がＩ
ＩＬ’（ｊする□
又寒冷地などでは用水がθクリしこλ１カ畳東ａｓｓ；
して１ｌｔｌ張しこれのイ架返しによってコンクリ−
１・か劣化する現象がみられこオ］らのメＪ策Ｖ（苦慮
しているのか現状である。In such a situation, Chichisuji became embarrassed and began to work, and with this hook, the iron (17j) was stretched by 1 mound and destroyed from inside the entire concrete structure, causing deterioration of the concrete.
IL'(j □ Also, in cold regions, the water supply is θkurishikoλ1katatami east ass;
Then, we stretched 1ltl and built concrete by returning the
1. There is a phenomenon of deterioration.The current situation is that they are struggling with the current situation.
本発明は、このようなコンクリ−１の山水ｉ）るいは海
水による劣化を（υＪぐために開う６いれたものであっ
て、コンクリート成、形体の表１１１１ Ｖ（（”、Ｉ
ｊ水性の・シー１− ｆ被粉して一体に成形し雨水ある
い４１ｍ水のＩＪ ｒ 奮ｌυノ止した強化コンクリー
トの製迫方法ケ提供するものである。The present invention is designed to prevent the deterioration of concrete 1 due to mountain water i) or seawater (υJ), and to prevent concrete formation and form Table 1111 V(('', I
This invention provides a method for making reinforced concrete that is coated with aqueous powder and molded into one piece to prevent rainwater or 41 m of water from being applied.
添イ」図１１１１により本発明方法の一笑ＩＪｔＬ例を
示すと’３Ｐｒ ／図Ｑコ本元明においてコンクリ−１
成形体に伝世する１ｌｊｊ水シート（１）の−ｔ ｉｎ
＋を示すものであって・基材Ｇｊ合成ｉ滅維による厚手
の嵩高な不織イ１ｊでありこり片面力Ｓらアスファルト
、合成樹脂あるいはゴム等の気液を遮…［する防水Ｈ料
（コ）を未含浸層（３）か残るようにほぼ中１ｆ＝ｔＪ
位１猷まで含浸さぜた片ｔｉｎ含浸の１ソＪ水シートで
ある。第２図は製遺方法ケ示ｑ−＋ｉｌｌ＋曲図であっ
て、（’ｌ）は型枠を示す。このへり＋ｉ’（’％）の
内＋１１１に防水シー） （１）の防水イ３料□、（２
）の含浸ハ１１が型枠（／Ｉ）に当］ぺするように装着
する。このようＱこ型枠内＋１＋ｓ ｖＣｌνｊ水シー
ト（１）が装着されると霧出間ＶＣは不織布の未含浸層
（３）が表才する。そしてこの型枠（／ｌ）内にコンク
リ−１−（５） ｋ 充填して１市固め１１１１化ｆ表
脱Ｊψ１−ると不Ｌｍ布の未含浸層（Ｊ） ＶＣモルタ
ルかυみして、）′春まれるような状態で一体化されて
いるため防水シー１− （１）で被覆さ２またコンクリ
ート体が得られるもので、しかもこの被覆された防水シ
ートは未含浸層（３）Ｕこモルタルが浸透してい６ため
決して剥噌することがない。図においては単にコンクＩ
Ｊ ｌ−を充填しであるが必要に応じてｈＩＩ強用の砂
＜ ｊｉｈを［４己ｉｆカでき会は力）りでなく、図中
の上方コンクリート露出面にも防水シート（１）を被覆
できることは勿−である。又アスファルトシート（／〕
の県側として使用される原反基Ｈの厚みＧＪｔ〜Ａ １
１１１１の不ｊｉｉｌ：布を使用するのか適当である。An example of the IJtL method of the present invention is shown in Figure 1111.
-t in of 1ljj water sheet (1) transmitted to molded body
・Base material Gj Synthetic i Thick and bulky non-woven material A1j Made of a thick, bulky non-woven material made of fibers that are resistant to one-sided forces S, asphalt, synthetic resin, rubber, etc. [Waterproof H material ( h) to approximately medium 1f=tJ so that only the unimpregnated layer (3) remains.
It is a 1-piece water sheet that has been impregnated to a depth of 1.5 mm. FIG. 2 is a q-+ill+ curve diagram showing the production method, and ('l) indicates the formwork. Of this edge + i'('%) +111 waterproof seam) (1) Waterproof I3 fee □, (2
) is attached so that the impregnated plate 11 is against the formwork (/I). When the +1+s vClνj water sheet (1) is installed in the Q-form frame in this way, the non-impregnated layer (3) of the non-woven fabric appears in the VC. Then, fill this formwork (/l) with concrete (1-(5)k) and harden it into 1111 layers. ,)' Because they are integrated in a spring-like state, a concrete body is obtained which is covered with a waterproof sheet 1- (1), and this coated waterproof sheet has an unimpregnated layer (3). Because the mortar is permeated, it will never peel off. In the figure, it is simply Conch I.
Fill it with Jl-, but if necessary, fill it with hII-strength sand. Of course, it can be coated. Also asphalt sheet (/)
Thickness of the original fabric H used as the prefecture side GJt ~ A 1
Disadvantages of 1111: Is it appropriate to use cloth?
本発［ｖ」は上記の如く、コンクリ−１・体全体をｈ７
ｊ水シートの頓化胎で扱１さゎ、てぃ４）ため山水ある
いは海水の浸透がなく、海岸附近に設’ ｉｉＴされる
コンクリート体ト、あるいは寒冷地Ｉ／（１史月１され
るコンクリート体Ｖこ使用してきわめて耐久性にシ（」
シての特に卓越した効果を褥Ｔる。As mentioned above, the main [v] is concrete 1, the whole body is h7
Because it is treated with a water sheet, there is no infiltration of mountain water or sea water, and concrete structures built near the coast or in cold regions I/(1 historical month 1) Concrete body is used to make it extremely durable.
The particularly outstanding effects of this technique can be seen.
第７図は防水シートの断面図、第２図は型枠ニコンクリ
ート全充填した状ｌルの１ｌｌｒ曲図をＩＪスす。
（１）・・・防水シート（す・・・ｐＪ水イ２含θＪｉ
ｔ（３）・・・ＩＩ／ｊ ７Ｊ（月未含浸層 （’％）
・・・型 枠（５）・・・コンクリ−１・
第１図
第２図Fig. 7 is a sectional view of the waterproof sheet, and Fig. 2 is a 1llr curved view of the formwork completely filled with concrete. (1)...Waterproof sheet (su...pJ water I2 included θJi
t(3)...II/j 7J (lunar unimpregnated layer ('%)
... Formwork (5) ... Concrete - 1 / Figure 1 Figure 2
Claims (1)
浸層かり功く）ようにはは中間位置まで含浸させたアス
ファルトシートを用い、該シートのアスファルト含浸１
１ｔｌｌ ｔｆｕを型枠内…（に当接するように装詣し
、該型枠の内部にコンクリ−１・を打設シてアスファル
トシートで被覆された成形体をうく）ことを特徴とした
強化コンク１ノート棒の製造方法。 （−） 厚」−小１礒イＩｉの片ぼ」１から合成樹ＩＪ
■を含浸させたシート全用いる狩許詞求範囲（１）に記
載の強化コンクリ−１・体のＭ ｍ方法０ （３） 厚手不織イａの片ｔ（Ｕからゴムを含浸させた
シートを用いる宥１１′１・Ｗｔ’４求範囲（１）に記
載の強化コンクリ−１・体の製造方法０[Scope of Claims] (1) Using an asphalt sheet impregnated up to the intermediate position, a piece of front fabric with a thickness of 1.
Reinforced concrete characterized in that 1tll TFU is placed in a formwork so as to come into contact with it, concrete is poured inside the formwork, and a molded body covered with an asphalt sheet is placed. 1. How to make a note stick. (-) Thickness"-Synthetic tree IJ from 1 small piece of Ii"1
Reinforced concrete described in (1) using all the sheets impregnated with Reinforced concrete 1/body manufacturing method according to range (1) using 11'1/Wt'4 0
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16717783A JPS6056505A (en) | 1983-09-09 | 1983-09-09 | Manufacture of reinforced concrete body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16717783A JPS6056505A (en) | 1983-09-09 | 1983-09-09 | Manufacture of reinforced concrete body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS6056505A true JPS6056505A (en) | 1985-04-02 |
Family
ID=15844844
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16717783A Pending JPS6056505A (en) | 1983-09-09 | 1983-09-09 | Manufacture of reinforced concrete body |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6056505A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4937033A (en) * | 1985-08-06 | 1990-06-26 | Onoda Cement Co., Ltd. | Method of forming protective layer on concrete or mortar |
| JPH0382503A (en) * | 1989-08-25 | 1991-04-08 | Zoukei:Kk | Manufacture of female mold for molding concrete product with decorative pattern of three-dimensional shape |
-
1983
- 1983-09-09 JP JP16717783A patent/JPS6056505A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4937033A (en) * | 1985-08-06 | 1990-06-26 | Onoda Cement Co., Ltd. | Method of forming protective layer on concrete or mortar |
| JPH0382503A (en) * | 1989-08-25 | 1991-04-08 | Zoukei:Kk | Manufacture of female mold for molding concrete product with decorative pattern of three-dimensional shape |
| JPH0529523B2 (en) * | 1989-08-25 | 1993-04-30 | Zokei Kk |
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