JPH0583103U - External member for the formwork of concrete structures - Google Patents
External member for the formwork of concrete structuresInfo
- Publication number
- JPH0583103U JPH0583103U JP2428192U JP2428192U JPH0583103U JP H0583103 U JPH0583103 U JP H0583103U JP 2428192 U JP2428192 U JP 2428192U JP 2428192 U JP2428192 U JP 2428192U JP H0583103 U JPH0583103 U JP H0583103U
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- external member
- outer shape
- formwork
- column
- 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
- Rod-Shaped Construction Members (AREA)
Abstract
(57)【要約】
【目的】 プレキャストコンクリートを用いた型枠兼用
外形部材とその内部に打設するコンクリートの結合力を
増大させ、強度的に優れた梁や柱を構築できる。
【構成】 プレキャストコンクリートを用いて梁や柱の
外形に一致する外形部材1を形成し、この外形部材1の
内面全面に縞形の凹部5を設け、内部に打設したコンク
リートがこの凹部5を埋めることによって両者の結合力
を増大させ、強度的に優れた梁や柱を形成することがで
きる。
(57) [Summary] [Purpose] It is possible to build a beam or column with excellent strength by increasing the bonding force between the formwork external member using precast concrete and the concrete placed inside it. [Structure] An outer shape member 1 that matches the outer shape of a beam or a column is formed by using precast concrete, and a stripe-shaped concave portion 5 is provided on the entire inner surface of the outer shape member 1, and concrete cast into the inside forms the concave portion 5. By embedding it, it is possible to increase the bonding force between the two and form a beam or column with excellent strength.
Description
【0001】[0001]
この考案は、コンクリート構造物の梁や柱等を構築するために用いるコンクリ ート構造物の型枠兼用外形部材に関する。 The present invention relates to an outer shape member also used as a formwork of a concrete structure, which is used for constructing a beam or a pillar of a concrete structure.
【0002】[0002]
従来、コンクリート構造物の構築は、現場で型枠を組立て、配筋後にコンクリ ートを打設することにより、梁や柱等を形成するものであった。 Conventionally, in the construction of concrete structures, beams and columns were formed by assembling formwork on site and placing concrete after arranging concrete.
【0003】 しかし、上記のような従来の工法は、多くの資材を必要とすると共に、工期が 長くかかるという問題があるため、近年、コンクリート構造物の梁や柱の構築に おいて、梁や柱の成形用型枠を兼ねる外形部材をプレキャストコンクリートで製 作し、この外形部材を現場に搬入して配置した後、外形部材の内部に配筋を行っ てコンクリートを打設し、梁や柱を形成する工法が提案されている。However, since the conventional construction methods as described above require a lot of materials and take a long construction period, in recent years, in the construction of beams and columns of concrete structures, beam and column construction methods have been used. An external member that also serves as the formwork for the pillar is made of precast concrete, and after this external member is brought to the site and placed, the reinforcement is laid inside the external member to pour the concrete into the beam or pillar. A construction method for forming the is proposed.
【0004】 ところで、上記のような工法を用いた梁や柱の構築において、強度の優れたも のを得るには、外形部材の内面とその内部に打設したコンクリートの結合強度を 向上させる必要がある。By the way, in the construction of beams and columns using the above-mentioned construction method, in order to obtain the one having excellent strength, it is necessary to improve the bonding strength between the inner surface of the outer shape member and the concrete cast inside the outer member. There is.
【0005】 従来、上記の工法に用いる外形部材は、プレキャストコンクリートを用い、外 形が梁や柱の外形となる溝形や筒形の断面形状に形成し、その内部空間に鉄筋の 組込みとコンクリート打設が行える構造になっている。Conventionally, as the external member used in the above-mentioned construction method, precast concrete is used, and the external shape is formed into a groove-shaped or tubular cross-sectional shape that is the external shape of a beam or a column. It has a structure that can be set.
【0006】[0006]
しかし、従来の外形部材はその内面がフラット面になっていたので、内部に打 設したコンクリートとプレキャストコンクリートの接着力が低く、梁や柱の強度 を向上させるのが困難である。 However, since the inner surface of the conventional external member is a flat surface, the adhesive strength between the concrete cast inside and the precast concrete is low, and it is difficult to improve the strength of the beam or column.
【0007】 そこで、この考案は、プレキャストコンクリートを用いた外形部材とその内面 側に打設するコンクリートの接着結合力を向上させ、強度的に優れた梁や柱を形 成することができるコンクリート構造物の型枠兼用外形部材を提供することを課 題としている。Therefore, the present invention is directed to a concrete structure capable of forming a beam or column having excellent strength by improving the adhesive bond strength between the external member using precast concrete and the concrete placed on the inner surface side thereof. The challenge is to provide an external member that also serves as a formwork for an object.
【0008】[0008]
上記のような課題を解決するため、この考案は、コンクリート構造物の成形用 型枠を兼ねる外形部材をプレキャストコンクリートで形成し、この外形部材の内 周面全面に縞形の凹部を設けた構成を採用したものである。 In order to solve the above problems, the present invention has a structure in which an outer shape member that also serves as a mold for molding a concrete structure is formed of precast concrete, and a striped concave portion is provided on the entire inner peripheral surface of the outer shape member. Is adopted.
【0009】[0009]
コンクリート構造物の梁や柱を形成する型枠兼用の外形部材をプレキャストコ ンクリートを用いて形成し、この外形部材内にコンクリートを打設することによ り、外形部材がそのまま外形となる梁や柱が形成される。 An external member that also serves as a formwork for forming beams and columns of a concrete structure is formed by using a precast concrete, and by placing concrete in this external member, the external member will be the external shape as it is. Pillars are formed.
【0010】 プレキャストコンクリートの内面全面に縞形の凹部が設けられているので、プ レキャストコンクリートとコンクリートの接着力が向上し、両者の結合力の増大 によって梁や柱の強度を向上させることができる。Since the striped concave portion is provided on the entire inner surface of the precast concrete, the adhesive force between the precast concrete and the concrete is improved, and the strength of the beam or column can be improved by increasing the bonding force between the two. it can.
【0011】[0011]
以下、この考案の実施例を添付図面に基づいて説明する。 An embodiment of the present invention will be described below with reference to the accompanying drawings.
【0012】 図1と図2に示す第1の例は、コンクリート構造物の梁を形成する梁型枠兼用 外形部材1を示し、プレキャストコンクリートを用い、底壁2と両側壁3、3か らなる断面コ字状に形成し、この外形部材1に上面開口上に突出するスターラッ プ筋4が長さ方向に一定間隔の配置で固定されている。The first example shown in FIGS. 1 and 2 shows a beam formwork / exterior member 1 for forming a beam of a concrete structure, which is made of precast concrete and is formed from the bottom wall 2 and the side walls 3 and 3. The star-shaped straps 4 projecting above the upper surface opening are fixed to the outer shape member 1 at regular intervals in the longitudinal direction.
【0013】 上記外形部材1における底壁2と両側壁3、3の内面全面には縞形の凹部5が 設けられている。Stripe-shaped recesses 5 are provided on the entire inner surfaces of the bottom wall 2 and the side walls 3 and 3 of the outer member 1.
【0014】 外形部材1は、底壁2と両側壁3、3の外面がそのまま梁の外形になるよう、 プレキャストコンクリートを用いて形成されると共に、内面全面に設ける縞形の 凹部5は、外形部材1の内面成形に用いる内金型を縞鋼板で形成することにより 、簡単に設けることができる。The outer member 1 is formed by using precast concrete so that the outer surfaces of the bottom wall 2 and the side walls 3 and 3 become the outer shape of the beam as it is, and the stripe-shaped concave portion 5 provided on the entire inner surface has an outer shape. The inner die used for forming the inner surface of the member 1 can be easily provided by forming a striped steel plate.
【0015】 なお、図示省略したが内面成形に用いる内金型は、下部と両側の三面に縞鋼板 をその縞形凸部が外方に突出するように使用すると共に、下部を二つ折り自在と し、脱型が支障なく行える構造を採用すればよい。Although not shown, the inner die used for forming the inner surface uses striped steel plates on the lower surface and the three surfaces on both sides so that the striped convex portions project outward, and the lower portion can be folded in two. However, a structure that can be removed from the mold without any problem may be adopted.
【0016】 次に、図3に示す第2の例は、コンクリート構造物の柱を形成する柱型枠兼用 の外形部材1aを示し、プレキャストコンクリートを用い、四周壁からなる角筒 状に形成し、この外形部材1aの内周面全面に縞形の凹部5が設けられている。Next, a second example shown in FIG. 3 shows an outer shape member 1a which also serves as a pillar formwork for forming a pillar of a concrete structure, and which is made of precast concrete and formed into a rectangular tube shape having four surrounding walls. A striped concave portion 5 is provided on the entire inner peripheral surface of the outer shape member 1a.
【0017】 この柱型枠の場合も外面がそのまま柱の外形になるよう外形部材1aが形成さ れると共に、内周面全面の縞形の凹部5は、内金型に縞鋼板を用いることによっ て形成できる。Also in the case of this pillar form, the outer member 1a is formed so that the outer surface is the outer shape of the pillar as it is, and the striped concave portion 5 on the entire inner peripheral surface uses a striped steel plate for the inner die. Can be formed by
【0018】 なお、外形部材1aは、フープ筋の埋設によって補強されている。The outer shape member 1a is reinforced by embedding hoop muscles.
【0019】 この考案の外形部材は上記のような構成であり、コンクリート構造物の構築時 において、梁の形成部分には梁型枠兼用の外形部材1を、また柱の形成部分には 柱型枠兼用の外形部材1aを配置し、外形部材1及び1aの内部に所定の鉄筋を 組込んだ後コンクリートの打設を行い、外形部材1、1aがそのまま外形となる 梁や柱を形成する。The external member of the present invention has the above-described structure, and when the concrete structure is constructed, the external member 1 also serving as the beam form is formed on the beam forming portion, and the column forming portion is formed on the column forming portion. The outer member 1a which also serves as a frame is arranged, and a predetermined reinforcing bar is incorporated into the outer members 1 and 1a, and then concrete is placed to form a beam or a pillar having the outer members 1 and 1a as an outer shape.
【0020】 外形部材1、1aは内周全面に縞形の凹部5が設けられているので、プレキャ ストコンクリートで形成された外形部材1、1aとその内部に打設したコンクリ ートは、凹部5をコンクリートが埋めることによって接着力が向上し、両者の結 合力の増大によって、強度的に優れた梁や柱を形成することができる。Since the outer shape members 1 and 1a are provided with stripe-shaped recesses 5 on the entire inner surface, the outer shape members 1 and 1a made of precast concrete and the concrete cast therein are not recessed. By filling 5 with concrete, the adhesive strength is improved, and by increasing the binding strength between the two, it is possible to form beams and columns with excellent strength.
【0021】[0021]
以上のように、この考案によると、プレキャストコンクリートを用いて形成し た外形部材の内面全面に縞形の凹部を設けたので、外形部材とその内部に打設し たコンクリートの結合力が凹部の存在によって向上し、外形部材とその内部に打 設するコンクリートによって形成する梁や柱の強度を向上させることができる。 As described above, according to the present invention, since the striped concave portion is provided on the entire inner surface of the external member formed using precast concrete, the bonding force between the external member and the concrete cast inside the external member is It is possible to improve the strength of the beam or column formed by the external member and the concrete cast inside the external member.
【0022】 また、外形部材の内面に設ける縞形の凹部は、成形用型枠に縞鋼板を用いるこ とによって簡単に成形できる。Further, the striped concave portion provided on the inner surface of the outer member can be easily formed by using a striped steel plate for the forming frame.
【図1】この考案に係る外形部材の梁用の例を示す斜視
図FIG. 1 is a perspective view showing an example of an external member for a beam according to the present invention.
【図2】同上の要部拡大縦断面図FIG. 2 is an enlarged vertical sectional view of an essential part of the above.
【図3】外形部材の柱用の例を示す斜視図FIG. 3 is a perspective view showing an example of an external member for a pillar.
1、1a 外形部材 5 縞形の凹部 1, 1a External member 5 Striped recess
Claims (1)
る外形部材をプレキャストコンクリートで形成し、この
外形部材の内周面全面に縞形の凹部を設けたコンクリー
ト構造物の型枠兼用外形部材。1. An external member that also serves as a formwork for a concrete structure, in which an external member that also serves as a molding frame for the concrete structure is formed of precast concrete, and a striped recess is provided on the entire inner peripheral surface of the external member.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2428192U JPH0583103U (en) | 1992-04-16 | 1992-04-16 | External member for the formwork of concrete structures |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2428192U JPH0583103U (en) | 1992-04-16 | 1992-04-16 | External member for the formwork of concrete structures |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0583103U true JPH0583103U (en) | 1993-11-09 |
Family
ID=12133806
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2428192U Pending JPH0583103U (en) | 1992-04-16 | 1992-04-16 | External member for the formwork of concrete structures |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0583103U (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0418094A (en) * | 1989-06-05 | 1992-01-22 | Essilor Internatl (Cie Gen Opt) | Indolinosepyroquinoxalinoxadine chromic compound containing five-membered ring, preparation thereof and photochromic composition and product containing said compound |
-
1992
- 1992-04-16 JP JP2428192U patent/JPH0583103U/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0418094A (en) * | 1989-06-05 | 1992-01-22 | Essilor Internatl (Cie Gen Opt) | Indolinosepyroquinoxalinoxadine chromic compound containing five-membered ring, preparation thereof and photochromic composition and product containing said compound |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPH0419137Y2 (en) | ||
JPH0583103U (en) | External member for the formwork of concrete structures | |
JPS6134539B2 (en) | ||
JPS6131261B2 (en) | ||
JPS611729A (en) | Construction of foundation for structure | |
JPH0326738B2 (en) | ||
JP3197091B2 (en) | Parting concrete structure between pillar and girder or girder and girder | |
CN213897661U (en) | Connecting structure of prefabricated steel plate shear wall and concrete edge column | |
JP2917159B2 (en) | Column, beam joining method | |
JPH0414216B2 (en) | ||
JPH0419135Y2 (en) | ||
JPH05179695A (en) | Formwork and column member in reinforced concrete construction and construction method using same | |
JP2746637B2 (en) | Precast concrete beam construction method | |
JPH07116749B2 (en) | Joint between pillar or beam and wall of semi-precast RC building | |
JP2984882B2 (en) | Precast reinforced concrete column-beam joint structure | |
JPH0333348A (en) | Building skeleton construction column, beam member and manufacture thereof, and building skeleton construction technique | |
JP3084349B2 (en) | Slab opening curing bar | |
JPH11343665A (en) | Hollow precast concrete column and construction method thereof | |
JPH0442411Y2 (en) | ||
JPH0419134Y2 (en) | ||
JPH0130988B2 (en) | ||
JP3372239B2 (en) | Precast concrete board, curved board, and method of manufacturing precast concrete board | |
JPH0376384B2 (en) | ||
JPH06336765A (en) | Connecting construction of half precast concrete forming body | |
JPH09256515A (en) | Precast wall slab and constructing method of building using the wall slab |