JPH0832409B2 - Manufacturing method of building members - Google Patents
Manufacturing method of building membersInfo
- Publication number
- JPH0832409B2 JPH0832409B2 JP25887189A JP25887189A JPH0832409B2 JP H0832409 B2 JPH0832409 B2 JP H0832409B2 JP 25887189 A JP25887189 A JP 25887189A JP 25887189 A JP25887189 A JP 25887189A JP H0832409 B2 JPH0832409 B2 JP H0832409B2
- Authority
- JP
- Japan
- Prior art keywords
- panel
- concrete
- cement
- building member
- reinforcing material
- 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 - Lifetime
Links
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Producing Shaped Articles From Materials (AREA)
Description
【発明の詳細な説明】 (産業上の利用分野) 本発明は、壁、床等の建築部材の製造方法に係るもの
である。The present invention relates to a method for manufacturing a building member such as a wall or floor.
(従来の技術) 従来この種の方法においては、所要の部材の形状に応
じて現場で合板、金属パネル、ガラス繊維強化板等を用
いて型枠を作成し、同型枠内にコンクリートを打設する
方法、組立鉄筋の一部が突出した半PC板を型枠として、
コンクリートを打設したり、同半PC板型枠にコンクリー
ト、モルタル等を吹付ける方法が行なわれていた。(Prior Art) Conventionally, in this type of method, a mold is made on site using plywood, metal panels, glass fiber reinforced plates, etc. according to the shape of the required member, and concrete is poured into the mold. As a formwork, a half-PC board with a part of the assembled rebar protruding
The method of pouring concrete or spraying concrete, mortar, etc. on the same half PC plate form was used.
(発明が解決しようとする課題) しかしながら、合板金属パネル製の型枠はコンクリー
トの硬化後、解体して取外す必要があり、また脱型後の
コンクリート表面は、一般に気泡等が多数存在し、仕上
工事を行なうため下地処理を施す必要があった。(Problems to be solved by the invention) However, a mold made of plywood metal panel needs to be dismantled and removed after hardening of concrete, and the concrete surface after demolding generally has many air bubbles etc. The groundwork had to be applied to carry out the construction.
またガラス繊維強化板を使用した型枠は、コンクリー
トが硬化した後、脱型する必要がないが、所要の部材の
形状に応じて工場等で予め成型することは困難であっ
た。Further, the mold using the glass fiber reinforced plate does not need to be removed from the mold after the concrete is hardened, but it is difficult to mold it beforehand in a factory or the like depending on the shape of the required member.
コンクリートまたはモルタルを使用した型枠は、コン
クリート、モルタルの流動性がよくないこと、及び曲げ
強度が小さいことのため、部材を厚くする必要があり、
そのため重量が増大し、運搬、架設等に問題があった。Formwork using concrete or mortar requires thick members because of the poor flowability of concrete and mortar and the low bending strength.
Therefore, the weight is increased, and there is a problem in transportation, installation, and the like.
本発明は前記従来技術の有する問題点に鑑みて提案さ
れたもので、部材厚が極めて薄く、しかも構造上の信頼
性が高いパネルを使用して、曲面、その他の複雑な形状
の部材の製作をも可能ならしめた建築部材の製造方法を
提供する点にある。The present invention has been proposed in view of the above problems of the prior art, and uses a panel having an extremely small member thickness and high structural reliability to manufacture curved members and other members having complicated shapes. The point is to provide a method for manufacturing a building member that makes it possible.
(課題を解決するための手段) 前記の目的を達成するため、本発明に係る建築部材の
製造方法は、セメント粉末、熱架橋型メラミン樹脂、骨
材、混和材、水を混合攪拌してなる餅状の粘性を有し、
高強度、高弾性係数を有するセメント混和物より成型さ
れたパネル本体に表面に、コンクリート定着用突出部が
設けられたパネルを組立て、同パネルを打込型枠として
現場打コンクリートを打設してパネルと一体化するよう
に構成されている。(Means for Solving the Problems) In order to achieve the above-mentioned object, the method for producing a building member according to the present invention comprises mixing cement powder, a heat-crosslinkable melamine resin, an aggregate, an admixture, and water and stirring them. It has a rice cake-like viscosity,
Assemble a panel with a protrusion for concrete anchoring on the surface of the panel body molded from a cement mixture with high strength and high elastic modulus, and pour on-site concrete using the panel as a driving form. It is configured to be integrated with the panel.
(作用) 本発明によれば前記したように、セメント粉末、熱架
橋型メラミン樹脂、骨材、混和材、水を混合攪拌して得
られた餅状の粘性を有し高強度、高弾性係数を有するセ
メント混和物によってパネル本体を成型するようにした
ので、部材厚が小で、曲面その他の複雑な断面形状を有
するパネルを構成することができる。(Function) According to the present invention, as described above, the cement powder, the heat-crosslinking melamine resin, the aggregate, the admixture, and the rice cake-like viscosity obtained by mixing and stirring water have high strength and high elastic modulus. Since the panel main body is molded with the cement admixture containing, it is possible to construct a panel having a small member thickness and a curved surface or other complicated cross-sectional shape.
更に本発明によれば、前記パネル本体の表面にコンク
リート定着用突出部を設けてパネルを構成し、同パネル
を組立て、これを打込型枠として現場打コンクリートを
打設することによって、前記突出部を介して同打設コン
クリートと前記パネルとが一体化された建築部材が製造
されるものである。Further, according to the present invention, a panel is formed by providing a protrusion for fixing concrete on the surface of the panel body, and the panel is assembled, and the in-situ concrete is cast by using the panel as a casting form to project the protrusion. A construction member in which the same pouring concrete and the panel are integrated via a section is manufactured.
(実施例) 以下本発明を図示の実施例について説明する。(Examples) The present invention will be described below with reference to illustrated examples.
セメント粉末、熱架橋型メラミン樹脂、骨材、混和
材、水を高剪断能力を有する2軸ミキサー等を使用し、
材料に高粘性を生じるまで、混合、攪拌して得たセメン
ト混和物に振動を与えるとにわかに餅状の流動性が生じ
る。Using cement powder, heat-crosslinkable melamine resin, aggregate, admixture, biaxial mixer having high shearing ability for water,
When the cement mixture obtained by mixing and stirring is vibrated until the material becomes highly viscous, a dough-like fluidity occurs.
このようにして得られたコンクリートは従来のコンク
リートでは得られない高強度、高弾性係数を有し、引張
強度が60〜300kgf/cm2、圧縮強度が700〜1,000kgf/c
m2、静弾性係数が250,000〜350,000kgf/cm2の硬化物と
なる。The concrete thus obtained has high strength and high elastic modulus which cannot be obtained by conventional concrete, tensile strength is 60 to 300 kgf / cm 2 , and compressive strength is 700 to 1,000 kgf / c.
It becomes a cured product with m 2 and a static elastic modulus of 250,000 to 350,000 kgf / cm 2 .
なお前記セメント混和物の製造方法の詳細は、本出願
人の提案に係る特開昭62−182144号公報に詳述されてい
る。The details of the method for producing the cement mixture are described in JP-A-62-182144 proposed by the present applicant.
而して前記のようにして得られたセメント混和物
(1)を、表裏両面より鉤状のコンクリーと定着用突出
部(2)(2′)が突設された金属板(3)上に打設
し、同金属板(3)とセメント混和物(1)とが鉤状突
出部(2)を介して一体化され、且つ表面より前記突出
部(2′)が突設されたパネル(A)を成型する。(第
1図参照) 而して同パネル(A)を壁体施工位置に配設し、同パ
ネル(A)の内側に壁鉄筋(4)を配設し、現場打コン
クリート(5)を打設するか、モルタルを吹打けて前記
パネル(A)と一体化された壁(W)を施工する。Then, the cement mixture (1) obtained as described above is placed on a metal plate (3) on which hook-shaped concrete and projections (2) (2 ') for fixing are projected from both front and back surfaces. A panel (in which the metal plate (3) and the cement mixture (1) are integrated through a hook-shaped protrusion (2) and the protrusion (2 ′) is protruded from the surface ( Mold A). (See FIG. 1) Then, the panel (A) is arranged at the wall body construction position, the wall reinforcing bar (4) is arranged inside the panel (A), and the cast-in-place concrete (5) is poured. The wall (W) integrated with the panel (A) is constructed by installing or spraying mortar.
(第2図参照) 従来、組立鉄筋の一部を突出させた半PC板にコンクリ
ートを打設、またはモルタルを吹付けて外壁を構築する
工法が行なわれているが、コンクリート面に吹付けたコ
ンクリートのリバウンドが多いことや、鉄筋の裏側にコ
ンクリートやモルタルが回りにくいという問題点があ
る。しかしながら本方法によれば、前記金属板(3)よ
り突出される鉤状突出部(2)(2′)を密に配設する
ことによって、金属板(3)面に吹付けたコンクリート
のリバウンドを少なくすることができ、また餅状の粘性
を有するセメント混和物(1)を吹付けることによっ
て、鉄筋(4)の裏側や鉤状突出部の裏側にもコンクリ
ートまたはモルタルが十分に回り、強固なパネルを構成
することができる。(Refer to Fig. 2) Conventionally, a method of placing concrete on a semi-PC board with a part of the assembled rebar protruding or spraying mortar to build the outer wall has been performed, but it was sprayed on the concrete surface. There are problems that there is a lot of concrete rebound and that it is difficult for concrete and mortar to get behind the reinforcing bars. However, according to this method, the rebound of the concrete sprayed on the surface of the metal plate (3) is achieved by closely disposing the hook-shaped protrusions (2) (2 ') protruding from the metal plate (3). In addition, by spraying the cement mixture (1) which has a mochi-like viscosity, concrete or mortar can be sufficiently spread around the back side of the reinforcing bar (4) and the back side of the hook-shaped protrusion, and the strength can be increased. Panel can be configured.
第3図及び第4図は本発明の他の実施例を示し、表裏
両面に鉤状突出部(2)が突設された曲面状の金属板
(3)をセツトした型枠に、前記セメント混和物(1)
を打設し、(第3図参照)同セメント混和物(1)と金
属板(3)とが一体化された複合構造のパネル(A)の
金属板面に、コンクリート(5)またはモルタルを打込
むか、または吹付けて曲面状の屋根パネル(R)を製造
する。(第4図参照) 第5図は本発明の他の実施例を示し、表裏両面に鉤状
突出部(2)を有するデツキプレート状の金属板
(3′)を使用し、前記実施例と同様に同金属板
(3′)の下面に前記セメント混和物(1)を一体的に
重層したパネル(A)上に、コンクリート(5)または
モルタルを打込むか、または吹付けて、同パネル(A)
に鉤状突出部(2′)を介して一体化して、屋根部材
(R′)を製造するものである。FIG. 3 and FIG. 4 show another embodiment of the present invention, in which the cement is applied to a mold having a curved metal plate (3) having hook-like protrusions (2) protruding from both sides thereof. Admixture (1)
(See FIG. 3), concrete (5) or mortar was applied to the metal plate surface of the panel (A) of the composite structure in which the cement mixture (1) and the metal plate (3) were integrated. Drive or spray to make curved roof panels (R). (Refer to FIG. 4) FIG. 5 shows another embodiment of the present invention, which uses a metal plate (3 ′) in the form of a deck plate having hook-like protrusions (2) on both front and back sides, Similarly, concrete (5) or mortar is driven into or sprayed on a panel (A) in which the cement mixture (1) is integrally layered on the lower surface of the metal plate (3 '), (A)
The roof member (R ') is manufactured by integrating it with the hook-shaped protrusion (2').
第6図は本発明の他の実施例を示し、(A)は柱施工
用のパネルで、同パネル製作用内壁枠に、予め易分解性
高分子膠材(レスター)にて合成樹脂繊維、炭素繊維金
属線条等よりなるメツシユ(7)を貼布しておき、前記
セメント混和物(1)を打設して、硬化後水洗してコン
クリート打設面に前記メツシユ(7)の一部が露出し、
且つ柱断面を2分割した断面形状の柱施工用パネル
(A)を成型する。FIG. 6 shows another embodiment of the present invention, in which (A) is a panel for pillar construction, and an inner wall frame for producing the panel is previously made of synthetic resin fiber with an easily decomposable polymer glue (Lester). A mesh (7) made of carbon fiber metal wire or the like is pasted, the cement mixture (1) is cast, and after curing, washed with water and a part of the mesh (7) is placed on the concrete placement surface. Is exposed,
In addition, a pillar construction panel (A) having a sectional shape obtained by dividing the pillar section into two is molded.
同両パネル(A)は現場において柱鉄筋(8)を挟む
ように、組立て、次いで両パネル(A)内にコンクリー
トを打設して柱を施工する。この際、パネル(A)のコ
ンクリート打設面に一部露出したメツシユ(7)によっ
て、同パネル(A)と打設コンクリートとが一体化され
る。The both panels (A) are assembled so that the column reinforcing bars (8) are sandwiched at the site, and then concrete is placed in both panels (A) to construct the columns. At this time, the mesh (7) partially exposed on the concrete placing surface of the panel (A) integrates the panel (A) and the placing concrete.
なお必要に応じて、前記パネル(A)の外表面に仕上
材(9)を施す。If necessary, a finishing material (9) is applied to the outer surface of the panel (A).
第7図は本発明の他の実施例を示し、(A)は第6図
と同様にして成型された前記セメント混和物よりなる梁
施工用パネルで、その内側面にはメツシユ(図示せず)
の一部が露出している。FIG. 7 shows another embodiment of the present invention. FIG. 7A is a beam construction panel made of the cement admixture molded in the same manner as in FIG. 6, and has a mesh (not shown) on its inner surface. )
Part of is exposed.
而して前記パネル(A)内に梁鉄筋(10)を設置した
のち、同パネル(A)を所定位置にセツトするか、同パ
ネル(A)を所定位置にセツトしたのち梁鉄筋(10)を
設置し、梁コンクリートを打設する。After installing the beam rebar (10) in the panel (A), the panel (A) is set at a predetermined position, or the panel (A) is set at a predetermined position and then the beam rebar (10) is set. And beam concrete is placed.
図中(11)は梁鉄骨である。 (11) in the figure is a beam steel frame.
第8図に示す実施例は、縦に2分割され、且つ前記各
実施例と同様にしてセメント混和物より成型された壁型
枠を構成するパネル(A1)(A1)と、縦に2分割され、
且つ前記セメント混和物より成型された梁及び壁両型枠
が連設されたパネル(A2)(A2)とを打設し、同各パネ
ル(A1)(A1)及び(A2)(A2)間に壁鉄筋(12)及び
梁鉄筋(13)を配設し、梁及び壁コンクリートを打設す
るものである。なお図中前記メツシユは省略されてい
る。The embodiment shown in FIG. 8 is divided vertically into two panels, and a panel (A 1 ) (A 1 ) constituting a wall form molded from a cement admixture in the same manner as in each of the above embodiments, and Divided into two,
Moreover, a panel (A 2 ) (A 2 ) in which both the beam and the wall formwork made of the cement mixture are continuously provided, and the panels (A 1 ) (A 1 ) and (A 2 ) (A 2 ) between the wall reinforcement (12) and the beam reinforcement (13), and the beam and wall concrete are placed. The mesh is omitted in the figure.
第9図は本発明をパラペツト型枠に適用した実施例を
示し、上部にはコンクリート打設用開口を設け、前記コ
ンクリート混和物より成型された左右両側の堰板を一体
または分割してなるパネル(A)を建込んだのち、コン
クリート(5)を打設してパラペツト(P)を施工す
る。なお必要に応じて防水シート(14)を配設する。FIG. 9 shows an embodiment in which the present invention is applied to a parapet formwork. A panel is provided with an opening for concrete placing in the upper part, and the weir plates on both left and right sides molded from the concrete mixture are integrated or divided. After building (A), concrete (5) is poured and a parapet (P) is constructed. A waterproof sheet (14) is provided if necessary.
第10図及び第11図は前記セメント混和物(1)より成
型されたパネル(A)の接続装置を示し、相隣るパネル
(A)の各セメント混和物(1)内に埋設された接合用
治具(15)間にプレート状の接合金具(16)を必要に応
じてパネルの表面側または裏面側に取付けて緊結金具
(17)で緊結し、隣接するパネル(A)を接続する。10 and 11 show a connecting device for a panel (A) molded from the cement admixture (1), and a joint embedded in each cement admixture (1) of the adjacent panel (A). A plate-like joining metal fitting (16) is attached between the jigs (15) on the front surface side or the back surface side of the panel as needed, and is tightly connected with the tight fitting metal fitting (17) to connect the adjacent panels (A).
(発明の効果) 本発明は前記したように、セメント粉末、熱架橋型メ
ラミン樹脂、骨材、混和材、水を混合攪拌してなる餅状
の粘性を有し、高強度、高弾性係数を有するセメント混
和物によって、建築部材の製造、施工用パネルを成型す
るようにしたので、肉薄で曲面その他の複雑な断面形状
のパネルが成型可能となり、従ってこれらの複雑な断面
形状を有する建築部材の製造、施工が可能となる。(Effect of the Invention) As described above, the present invention has a rice cake-like viscosity obtained by mixing and stirring cement powder, a heat-crosslinkable melamine resin, an aggregate, an admixture, and water, and has high strength and a high elastic modulus. Since the cement admixture that they have was used to mold panels for manufacturing and construction of building members, it is possible to mold thin-walled and curved panels and other panels with complicated cross-sectional shapes. Manufacture and construction are possible.
而して前記パネルの表面にはコンクリート定着用突出
部が設けられているので、前記パネルを打込型枠として
同パネルの組立空間内に打設した後打ちコンクリートが
前記パネルと一体化されるものである。Since the concrete fixing projection is provided on the surface of the panel, the post-cast concrete is integrated with the panel by placing the panel as a driving form in the assembly space of the panel. It is a thing.
請求項2の発明は、前記パネルの成型に当って、金属
板の表裏両面に鉤状突起を設けた補強材を型枠として同
補強材の表面に前記セメント混和物を打設することによ
り、補強材の一側面の突起を介してセメント混和物と補
強材とを一体化し、前記パネルより突出する補強材の他
側の突起によって、同パネルと後打ちコンクリートとの
一体化を図るものである。According to the invention of claim 2, in molding the panel, a reinforcing material provided with hook-shaped projections on both front and back surfaces of a metal plate is used as a formwork, and the cement mixture is cast on the surface of the reinforcing material. The cement admixture and the reinforcing material are integrated through a projection on one side of the reinforcing material, and the projection on the other side of the reinforcing material protruding from the panel is intended to integrate the panel and the post-cast concrete. .
請求項3の発明は前記パネルの成型時、コンクリート
打設面に合成樹脂繊維、金属線条等よりなるメツシユを
貼着した型枠に、前記セメント混和物を打設することに
より、前記メツシユにより同セメント混和物を補強する
とともに、同セメント混和物の表面より露出する前記メ
ツシユの一部によって、パネルと後打ちコンクリートと
の一体化を図るものである。According to the invention of claim 3, at the time of molding the panel, the cement mixture is cast into a mold in which a mesh made of synthetic resin fiber, metal wire or the like is adhered to the concrete casting surface, The cement admixture is reinforced and the panel and post-cast concrete are integrated by a part of the mesh exposed from the surface of the cement admixture.
請求項4の発明は前記パネルにおける金属板製補強材
に前記セメント混和物のモルタルを吹付けることによっ
て、前記補強材より突設された鉤状突起や、パネル内に
配筋された鉄筋の裏側にも十分にモルタルが回り込み、
強度的に信頼性の高い建築材が製造される。According to the invention of claim 4, the metal plate reinforcing material in the panel is sprayed with the mortar of the cement admixture, so that the hook-shaped projection protruding from the reinforcing material or the back side of the reinforcing bar arranged in the panel is provided. The mortar also wraps around
Strong and reliable building materials are manufactured.
第1図及び第2図は本発明に係る建築部材の製造方法の
一実施例の工程を示す横断平面図、第3図及び第4図は
本発明の他の実施例の工程を示す縦断面図、第5図は本
発明の他の実施例の実施状況を示す縦断面図、第6図及
び第7図並に第8図は本発明の他の各実施例の実施状況
を示す斜視図、第9図は本発明の更に他の実施例の実施
状況を示す縦断面図、第10図はパネル結合部を示す横断
平面図、第11図はその斜視図である。 (A)……パネル、(1)……セメント混和物、 (2)……突出部、(3)……金属板、 (5)……コンクリート。1 and 2 are cross-sectional plan views showing the steps of one embodiment of the method for manufacturing a building member according to the present invention, and FIGS. 3 and 4 are vertical cross-sections showing the steps of another embodiment of the present invention. 5 and FIG. 5 are longitudinal sectional views showing an implementation state of another embodiment of the present invention, and FIGS. 6 and 7 and FIG. 8 are perspective views showing an implementation state of each other embodiment of the present invention. FIG. 9 is a longitudinal sectional view showing an embodiment of still another embodiment of the present invention, FIG. 10 is a cross-sectional plan view showing a panel connecting portion, and FIG. 11 is a perspective view thereof. (A) ... panel, (1) ... cement admixture, (2) ... projection, (3) ... metal plate, (5) ... concrete.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 杉本 賢司 東京都新宿区西新宿1丁目25番1号 大成 建設株式会社内 (72)発明者 高村 春彦 山梨県南都留郡山中湖村山中861 (72)発明者 渡辺 栄一 山梨県富士吉田市下吉田204 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Kenji Sugimoto 1-25-1 Nishishinjuku, Shinjuku-ku, Tokyo Within Taisei Corporation (72) Inventor Haruhiko Takamura 861 Yamanaka, Yamanakako, Minamitsuru-gun, Yamanashi Invention Eiichi Watanabe 204 Shimoyoshida, Fujiyoshida City, Yamanashi Prefecture
Claims (4)
材、混和材、水を混合攪拌してなる餅状の粘性を有し、
高強度、高弾性係数を有するセメント混和物より成型さ
れたパネル本体の表面に、コンクリート定着用突出部が
設けられたパネルを組立て、同パネルを打込型枠として
現場打コンクリートを打設してパネルと一体化すること
を特徴とする建築部材の製造方法。1. A rice cake-like viscosity obtained by mixing and stirring cement powder, a heat-crosslinkable melamine resin, an aggregate, an admixture, and water,
Assemble a panel with a protrusion for concrete anchoring on the surface of a panel body molded from a cement mixture having high strength and high elastic coefficient, and pour on-site concrete using the panel as a driving form. A method of manufacturing a building member, characterized by being integrated with a panel.
材を型枠として、同補強材の表面に前記セメント混和物
を打設して、同補強材と一体化されたパネルを成型する
請求項1記載の建築部材の製造方法。2. A panel integrated with a reinforcing material made of a metal plate, the reinforcing material having hook-shaped projections protruding therefrom is used as a formwork, and the cement mixture is cast on the surface of the reinforcing material. The method for manufacturing a building member according to claim 1, wherein the building member is molded.
属線条等よりなるメツシユを貼着してなる型枠に、前記
高強度セメント混和物を打設して、表面に前記メツシユ
の一部が突出するパネルを成型する請求項1記載の建築
部材の製造方法。3. A high-strength cement admixture is cast on a formwork made by adhering a mesh made of synthetic resin fibers, metal filaments or the like on a concrete casting surface, and one of the meshes is placed on the surface. The method for manufacturing a building member according to claim 1, wherein a panel having a protruding portion is molded.
記高強度セメント混和物モルタルを吹付ける請求項2記
載の建築部材の製造方法。4. The method for producing a building member according to claim 2, wherein the high-strength cement admixture mortar is sprayed on the metal plate reinforcing material of the panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP25887189A JPH0832409B2 (en) | 1989-10-05 | 1989-10-05 | Manufacturing method of building members |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP25887189A JPH0832409B2 (en) | 1989-10-05 | 1989-10-05 | Manufacturing method of building members |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03121808A JPH03121808A (en) | 1991-05-23 |
| JPH0832409B2 true JPH0832409B2 (en) | 1996-03-29 |
Family
ID=17326199
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP25887189A Expired - Lifetime JPH0832409B2 (en) | 1989-10-05 | 1989-10-05 | Manufacturing method of building members |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0832409B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100383464B1 (en) * | 2000-07-08 | 2003-05-12 | 이태환 | Concrete panel for sheeting |
| KR20060040929A (en) * | 2004-11-08 | 2006-05-11 | 삼성물산 주식회사 | Thin plate laying formwork and concrete structure construction method |
| CN114620985B (en) * | 2022-03-22 | 2023-03-28 | 交通运输部公路科学研究所 | High-performance concrete, ultrathin curved surface concrete permanent formwork component and assembled ultrathin curved surface concrete permanent formwork structure |
-
1989
- 1989-10-05 JP JP25887189A patent/JPH0832409B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH03121808A (en) | 1991-05-23 |
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