JPH03262601A - Manufacture of building member - Google Patents

Manufacture of building member

Info

Publication number
JPH03262601A
JPH03262601A JP6180290A JP6180290A JPH03262601A JP H03262601 A JPH03262601 A JP H03262601A JP 6180290 A JP6180290 A JP 6180290A JP 6180290 A JP6180290 A JP 6180290A JP H03262601 A JPH03262601 A JP H03262601A
Authority
JP
Japan
Prior art keywords
concrete shuttering
formwork
cement
inner concrete
shuttering
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
Application number
JP6180290A
Other languages
Japanese (ja)
Inventor
Kenji Sugimoto
賢司 杉本
Hideo Tanaka
秀男 田中
Koichi Nagase
公一 長瀬
Mitsuo Nagamine
長嶺 光郎
Toru Masutani
徹 桝谷
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Taisei Corp
Teikoku Sen I Co Ltd
Original Assignee
Taisei Corp
Teikoku Sen I Co Ltd
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 by Taisei Corp, Teikoku Sen I Co Ltd filed Critical Taisei Corp
Priority to JP6180290A priority Critical patent/JPH03262601A/en
Publication of JPH03262601A publication Critical patent/JPH03262601A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To obtain easily a building member having a beautiful and arbitrary sectional form from a design point of view, by a method wherein a tubular and baggy inner concrete shuttering having plasticity and a strong outer concrete shuttering which is on the outside of the inner concrete shuttering and has an arbitrary sectional form are arranged, reinforcement iron rods are placed, an intimate mixture of a hydraulic inorganic material is cast, filled up and solidified within the inner concrete shuttering. CONSTITUTION:A cement intimate mixture 6 obtained by mixing a mesh material or a fiber mat or a short fiber into ordinary cement or cellular concrete cement as a reinforcement material is cast within an inner concrete shuttering 1 by a pump. Air in the inner concrete shuttering 1 is set free through an air vent screw hole of a closed member and sealed with a sealing bolt. Then when the cement intimate mixture 6 is filled into the whole of the inner concrete shuttering further, an external form of the inner concrete shuttering 1 is molded after an inside form of an outer concrete shuttering 2. After curing of the cement intimate mixture 6, when the outer concrete shuttering 2 and the inner concrete shuttering are removed, a building member in a desired sectional form is obtained.

Description

【発明の詳細な説明】 a、 産業上の利用分野 本発明は、建設用部材の製造方法に関する。[Detailed description of the invention] a. Industrial application field The present invention relates to a method for manufacturing construction members.

b、 従来の技術 建設用部材の製造方法として、従来がら流し込み成形性
が多い。この流し込み成形性は、合板やアルミ、鋼製の
型枠で形成され、その中に鉄筋を組み上げ、ついでコン
クリートを流し込む方法が主であった。
b. Conventional technology As a manufacturing method for construction parts, casting molding has traditionally been the most common method. The main method for this pour formability was to form a mold made of plywood, aluminum, or steel, assemble reinforcing bars inside it, and then pour concrete.

その他、杭やヒユーム管は遠心酸形法により円筒状の回
転する型枠に補強筋を挿入してコンクリートを入れ、遠
心力により締め固める方法である。
In addition, piles and humid pipes are constructed using the centrifugal acid molding method, in which reinforcing bars are inserted into a rotating cylindrical formwork, concrete is poured in, and the concrete is compacted by centrifugal force.

更に、一定の高さから落下させて締め固める振動打設は
水−セメント比の少ないコンクリートを作るのに有効な
方法である。
Furthermore, vibratory casting, in which concrete is compacted by dropping it from a certain height, is an effective method for producing concrete with a low water-cement ratio.

C8発明が解決しようとする課題 しかしながら、現状の建設分野においては、型枠大工の
不足が深刻である。
Problems to be Solved by the C8 Invention However, in the current construction field, there is a serious shortage of formwork carpenters.

また、インテリジェントビル化に伴い柱、梁部材等もデ
ザイン的に優れたものが要求されている。
Additionally, as intelligent buildings become more popular, pillars, beam members, etc. are required to have excellent design.

そのため、柱については、円形やコーナーに美しいカー
ブを設けた多角柱、三角形などを、梁については、半円
形や円筒などの他、エンボスをその表面に設けることが
要求されている。これらの形状を複雑にすることは、型
枠のコストを大幅に上げるだけでなく、コンクリート表
面に気泡、アバタ、ジャンカなどを発生させるという問
題点があった。
For this reason, pillars are required to be circular, polygonal pillars with beautiful curves at the corners, triangular, etc., and beams are required to be semicircular, cylindrical, or embossed on their surfaces. Complicating these shapes not only significantly increases the cost of the formwork, but also poses the problem of generating bubbles, abrasions, junkers, etc. on the concrete surface.

他方、紙管と呼ばれる紙で作った円筒形の型枠があり、
軽量で合板では不可能である円筒断面を作ることができ
る。しかし、使い捨てのため残材の処理に困るという問
題点があった。
On the other hand, there is a cylindrical mold made of paper called a paper tube.
It is lightweight and can create cylindrical cross sections that are impossible with plywood. However, since it is disposable, it is difficult to dispose of leftover materials.

本発明はかかる点に鑑みなされたもので、その目的は前
記問題点を解消し、任意の断面形状であっても、容易に
製造できる建設用部材の製造方法を提案することにある
The present invention has been made in view of these points, and its purpose is to solve the above-mentioned problems and to propose a method for manufacturing construction members that can be easily manufactured even if the cross-sectional shape is arbitrary.

d、 課題を解決するための手段 前記目的を達成するための本発明の構成は、(a)  
可撓性あるチューブ状または袋状の内型枠と、その外傷
に、任意の断面形を有する強固な、例えば金属製の外型
枠とを配置し、 (b)  前記内型枠のなかにその長さ方向に沿って、
必要に応じて単数または複数の補強筋を配設し、(c)
  前記内型枠の一端を閉し、その他端から前記内型枠
内に、水硬性無機材料からなる混和物、例えばセメント
混和物を注入、充填して、真気養生や、オートクレーブ
処理などで水和硬化させる 建設用部材の製造方法であることを特徴とする。
d. Means for solving the problem The configuration of the present invention for achieving the above object is (a)
(b) placing a flexible inner formwork in the form of a tube or bag and a strong outer formwork, for example made of metal, having an arbitrary cross-sectional shape in the outer form; (b) inside the inner formwork; Along its length,
Place one or more reinforcing bars as necessary, (c)
One end of the inner form is closed, and a mixture of a hydraulic inorganic material, such as a cement mixture, is injected and filled into the inner form from the other end, and water is removed by air curing, autoclaving, etc. The present invention is characterized in that it is a method for manufacturing construction members that undergoes hardening.

また、前記内型枠が透水性材からなり、かつ前記外型枠
に多数の貫通穴が設けられていることを特徴とする。
Further, the inner frame is made of a water-permeable material, and the outer frame is provided with a large number of through holes.

e、 作用 本発明は前記のように構成されているので、セメント硬
化体は、外傷に設けた金属製外型枠の断面形状を変える
ことにより、自由な形のものを作ることができる。更に
、離型剤や型枠清帰を必要とせず、しかも脱型効率も高
い。
e. Function: Since the present invention is configured as described above, the cured cement body can be made into any shape by changing the cross-sectional shape of the metal outer form provided on the wound. Furthermore, it does not require a mold release agent or mold cleaning, and has high demolding efficiency.

また、可撓性ある内型枠の材料に透水性のものを採用し
、かつ外型枠に多くの貫通穴を設けることにより、セメ
ント混和物を注入、充填させた際に、内圧とフィルタ効
果によって、セメント混和物の余剰水が取り除かれる。
In addition, by using a water-permeable material for the flexible inner formwork and providing many through holes in the outer formwork, we have improved the internal pressure and filter effect when cement mixture is injected and filled. Excess water in the cement mixture is removed by.

以上のように、本発明者等は内型枠として、任意の形状
に変化しやすいチューブや袋を打ち込み型枠と考え、そ
の外側に強固な外型枠などを配Iすることを想着したも
のである。更に、重要なことは、外側の外型枠の断面や
表面の形状を変化させることにより、自由な形や模様が
できることにある0発明者等は、この発明に至ったヒン
トとして、京都の床柱用の竹の製作方法に着目した。竹
は大きくなろうと外周に向かって大きな力で成長しよう
とするが、あらかしめ竹の外側に断面形状が四角や三角
の外型枠を設け、竹の子の段階で被せてしまう、これに
より、竹は成長につれて外型枠に倣った形状になると共
に、上に光を求めて成長してゆく、つまり、竹の代わり
にチューブや袋を用い、成長力を内圧とし、外型枠を強
固な鉄型枠などで支持するようにしたものである。その
他、鉄型枠の内面にウレタン樹脂によるエンボスデザイ
ンを設け、表面に模様を施すことも応用としてつくりあ
げた。
As described above, the present inventors considered a tube or bag that can easily change into any shape as a driving formwork as an inner formwork, and came up with the idea of arranging a strong outer formwork etc. on the outside. It is something. Furthermore, what is important is that by changing the cross section and surface shape of the outer formwork, free shapes and patterns can be created. We focused on the method of making bamboo for use. Bamboo tries to grow with great force toward its outer periphery in order to get bigger, but in advance, an outer formwork with a square or triangular cross section is placed on the outside of the bamboo, and it is covered when the bamboo shoots are still growing. As it grows, it takes on a shape that follows the outer form, and grows by seeking light from above.In other words, tubes and bags are used instead of bamboo, the growth force is used as internal pressure, and the outer form is made of a strong iron mold. It is supported by a frame or the like. In addition, we created an embossed design using urethane resin on the inner surface of the iron formwork to create a pattern on the surface.

f、 実施例 以下、図面に基づいて本発明の好適な実施例を例示的に
詳しく説明する。
f. Examples Hereinafter, preferred embodiments of the present invention will be described in detail by way of example based on the drawings.

第1図は、本発明の建設用部材の製造方法の一実施例を
示す切欠き斜視図である。
FIG. 1 is a cutaway perspective view showing an embodiment of the construction member manufacturing method of the present invention.

同図において、1は可撓性ある材料からなるチューブ状
または袋状の内型枠であり、その内面に止水のため、合
成樹脂または台底ゴムでライニングを施しである。2は
該内型枠1の外側に包囲するように配置した外型枠で、
機械的に強固な材料、例えば鉄鋼、アルミなどの金属材
、またはFRPなどの合成樹脂材から成る。この外型枠
2の断面形状は四角形であり、該枠2は蝶番またはピン
3を中心に2分割される型枠2a、 2bから戒り、使
用のときは前記型枠2a、 2bをボルト類4などによ
り結合する。
In the figure, 1 is a tube-shaped or bag-shaped inner mold made of a flexible material, and its inner surface is lined with synthetic resin or base rubber to stop water. 2 is an outer formwork arranged to surround the inner formwork 1;
It is made of a mechanically strong material, such as a metal material such as steel or aluminum, or a synthetic resin material such as FRP. The outer formwork 2 has a rectangular cross-sectional shape, and the frame 2 is divided into two parts around a hinge or pin 3. When in use, the formworks 2a and 2b are separated by bolts. 4 etc.

そして、前記内型枠1のなかにその長さ方向に沿って、
複数の、本実施例では4本の補強鉄筋55を、図示しな
い支持部材で断面上はぼ均等に支持、配設する6次に、
前記内型枠1の一方の端に、図示しない空気抜き用ねし
穴を有する密閉部材を取り付け、他端から後述するセメ
ント混和物6を図示しないポンプにより適切な圧力で送
出し、該セメント混和物6を内型枠1内に注入、充填す
る。
Then, along the length direction in the inner formwork 1,
A plurality of reinforcement reinforcing bars 55, four in this embodiment, are supported and arranged almost equally in cross section by a support member (not shown).
A sealing member having an air vent hole (not shown) is attached to one end of the inner formwork 1, and a cement mixture 6 (described later) is delivered from the other end at an appropriate pressure by a pump (not shown). 6 is injected and filled into the inner mold 1.

前記セメント混和物6は、通常のセメントや気泡コンク
リートセメントなどのなかに、メツシュ材、繊維マット
、短繊維などを補強材として混合したものである。該セ
メント混和物6を、前記ポンプにより内型枠1内に注入
するに際し、該内型枠1内の空気を前記密閉部材の空気
抜き用ねし穴から逃がしながら行ない、逃がし終った頃
、封止ボルトで封止する。その後、前記ポンプにより、
5〜]Okg/cjの圧力で、更にセメント混和物6を
内型枠1内全体に充填すると、該内型枠1の外形は外型
枠2の内便形状に倣って成型される。このときプレスト
レスをかければ断面はより細かくすることができる。
The cement mixture 6 is a mixture of ordinary cement, aerated concrete cement, etc., with mesh material, fiber mat, short fibers, etc. as a reinforcing material. When the cement mixture 6 is injected into the inner form 1 by the pump, the air in the inner form 1 is released through the air vent hole of the sealing member, and when the air is released, the seal is sealed. Seal with bolts. Then, by the pump,
When the cement mixture 6 is further filled into the entire inner form 1 at a pressure of 5~] Okg/cj, the outer shape of the inner form 1 follows the inner shape of the outer form 2. At this time, by applying prestress, the cross section can be made finer.

このようにして、前記セメント混和物6の硬化後、前記
外型枠2および内型枠lを取り除けば、断面形状が所要
の四角形の建設用部材を得ることができる。
In this way, after the cement mixture 6 has hardened, by removing the outer formwork 2 and the inner formwork 1, a construction member having a desired rectangular cross-sectional shape can be obtained.

前記外型枠2の断面形状は四角形だけでなく、三角形9
円形など任意の形状が使用できる。第2図および第3図
は核外型枠2の断面形状を示す他の例であり、第2図は
三角形外型枠12であり、図中の矢印は型枠12a、 
12bを開く方向を示し、第3図は四角形外型枠22で
あるが、その内面にエンボス模様が施された部材23を
配設したもので、これによって製造された建設用部材の
外表面には前記エンボス模様の凹凸が逆になった凹凸か
らなる模様が形成される0図中の矢印は型枠22a、 
22bを結合するときの方向を示す。
The cross-sectional shape of the outer formwork 2 is not only rectangular but also triangular 9.
Any shape can be used, such as a circle. 2 and 3 are other examples showing the cross-sectional shape of the outer nuclear formwork 2. FIG. 2 shows the triangular outer formwork 12, and the arrows in the figure indicate the formwork 12a,
Fig. 3 shows a rectangular outer formwork 22, which has a member 23 with an embossed pattern on its inner surface, and the outer surface of the construction member manufactured thereby. The arrows in the figure indicate the formwork 22a,
22b is shown.

本実施例の実験例として、外径65閣のチューブ状の内
型枠の外側に内径が65■より若干大きい鋼製の外型枠
を配置する。次いで、該内型枠の一端を閉し、他方の端
から該枠内にコンクリートを圧入し、これを硬化させる
ことにより強固な円柱を得た。
As an experimental example of this embodiment, a steel outer formwork with an inner diameter slightly larger than 65 mm is placed outside a tubular inner formwork with an outer diameter of 65 mm. Next, one end of the inner form was closed, concrete was press-fitted into the frame from the other end, and the concrete was hardened to obtain a strong cylinder.

第4図は、本発明の他の実施例を示す切欠き斜視図であ
る0図において、内型枠31は可撓性かつ透水性のある
材料からなるチューブ状のもので、その内面には合成ゴ
ムなどのライニング処理を行なわずに、積極的にセメン
ト混合物36内の余剰水を透過するようにしである。他
方、外型枠32は断面形状が円形で、該粋には多数の小
径貫通穴37゜37が設けられている。このため、前記
内型枠31および外型枠32を通して、セメント混和物
36の余剰水を抜くことにより、wI密なコンクリート
の建設用部材を得ることができる。なお、33は蝶番部
またはピン、34は2分割される型枠32a、 32b
を結合するためのボルト類、35は補強鉄筋である。
FIG. 4 is a cutaway perspective view showing another embodiment of the present invention. In FIG. Excess water in the cement mixture 36 is actively allowed to permeate without lining with synthetic rubber or the like. On the other hand, the outer formwork 32 has a circular cross-sectional shape, and is provided with a large number of small diameter through holes 37°37. Therefore, by draining excess water from the cement mixture 36 through the inner formwork 31 and the outer formwork 32, it is possible to obtain a concrete construction member with a high density of wI. In addition, 33 is a hinge part or a pin, and 34 is a formwork divided into two parts 32a and 32b.
Bolts 35 are reinforcing reinforcing bars for connecting the parts.

なお、本発明の技術は前記実施例における技術に限定さ
れるものではなく、同様な機能を果たす他の態様の手段
によってもよく、また本発明の技術は前記構成の範囲内
において種々の変更、付加が可能である。
It should be noted that the technology of the present invention is not limited to the technology in the embodiments described above, and means of other embodiments that perform the same function may be used, and the technology of the present invention can be modified in various ways within the scope of the configuration described above. It is possible to add.

g、 発明の効果 以上の説明から明らかなように、本発明の建設用部材の
製造方法によれば、可撓性のあるチューブ状または袋状
の内型枠と、その外側に、任意の断面形を有する強固な
外型枠とを配置し、前記内型枠のなかに、必要に応じて
補強筋を配設し、かつ水硬性無機材料からなる混和物を
注入、充填して、固化させるので、デザイン的に優美な
任意の断面形状の建設用部材であっても、容易に製造す
ることができる。
g. Effects of the Invention As is clear from the above explanation, according to the method for manufacturing construction members of the present invention, a flexible tube-shaped or bag-shaped inner formwork and an arbitrary cross-section are formed on the outside thereof. A strong outer formwork having a shape is arranged, reinforcing bars are arranged as necessary in the inner formwork, and a mixture made of a hydraulic inorganic material is injected, filled, and solidified. Therefore, even construction members having an arbitrary cross-sectional shape that is elegant in design can be easily manufactured.

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

第1図は、本発明の建設用部材の製造方法の一実施例を
示す切欠き斜視図、第2図および第3図は、外型枠の他
の例を示す断面図、第4図は本発明の他の実施例を示す
切欠き斜視図である。 1.31・・・内型枠、   2 、12.22.32
・・・外型枠、5.35・・・補強鉄筋、 6,36・
・・セメント混和物、37・・・貫通穴。
FIG. 1 is a cutaway perspective view showing one embodiment of the method for manufacturing construction members of the present invention, FIGS. 2 and 3 are sectional views showing other examples of the outer formwork, and FIG. FIG. 7 is a cutaway perspective view showing another embodiment of the present invention. 1.31...Inner formwork, 2, 12.22.32
...Outer formwork, 5.35...Reinforcement reinforcing bars, 6,36.
...Cement mixture, 37...Through hole.

Claims (1)

【特許請求の範囲】 1)(a)可撓性あるチューブ状または袋状の内型枠と
、その外側に、任意の断面形を有する強固な外型枠とを
配置し、 (b)前記内型枠のなかにその長さ方向に沿って、必要
に応じて単数または複数の補強筋を配設し、 (c)前記内型枠の一端を閉じ、その他端から前記内型
枠内に、水硬性無機材料からなる混和物を注入、充填し
て、固化させることを特徴とする建設用部材の製造方法
。 2)前記内型枠が透水性材からなり、かつ前記外型枠に
多数の貫通穴が設けられる特許請求の範囲第1項記載の
建設用部材の製造方法。
[Scope of Claims] 1) (a) A flexible tube-shaped or bag-shaped inner formwork and a strong outer formwork having an arbitrary cross-sectional shape are arranged outside thereof, and (b) the above-mentioned (c) Close one end of the inner formwork and insert it into the inner formwork from the other end, as necessary, along the length of the inner formwork. A method for manufacturing construction members, which comprises injecting, filling, and solidifying a mixture made of a hydraulic inorganic material. 2) The method of manufacturing a construction member according to claim 1, wherein the inner form is made of a water-permeable material, and the outer form is provided with a large number of through holes.
JP6180290A 1990-03-13 1990-03-13 Manufacture of building member Pending JPH03262601A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6180290A JPH03262601A (en) 1990-03-13 1990-03-13 Manufacture of building member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6180290A JPH03262601A (en) 1990-03-13 1990-03-13 Manufacture of building member

Publications (1)

Publication Number Publication Date
JPH03262601A true JPH03262601A (en) 1991-11-22

Family

ID=13181588

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6180290A Pending JPH03262601A (en) 1990-03-13 1990-03-13 Manufacture of building member

Country Status (1)

Country Link
JP (1) JPH03262601A (en)

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