JPH0752133A - Embedding form made of precast concrete - Google Patents
Embedding form made of precast concreteInfo
- Publication number
- JPH0752133A JPH0752133A JP20078093A JP20078093A JPH0752133A JP H0752133 A JPH0752133 A JP H0752133A JP 20078093 A JP20078093 A JP 20078093A JP 20078093 A JP20078093 A JP 20078093A JP H0752133 A JPH0752133 A JP H0752133A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- main body
- precast concrete
- formwork
- embedding
- 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.)
- Granted
Links
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、本体コンクリート側表
面の略全面に、斜面が平面もしくは外側に凸の曲面であ
る正多角錐体状または正多角錐台状(以下錐体または錐
体状と総称する。)の突起を設けた本体コンクリートと
の一体性の高いプレキャストコンクリート製埋設型枠に
関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a regular polygonal pyramid shape or a regular polygonal pyramid shape (hereinafter referred to as a cone or a pyramid shape) in which a slope is a flat surface or a curved surface which is convex outwardly on substantially the entire surface of the main body concrete side. (Hereinafter collectively referred to as "). The present invention relates to a precast concrete buried formwork having high integration with a main body concrete provided with a projection.
【0002】[0002]
【従来の技術】プレキャストコンクリート製埋設型枠
は、コンクリート構造物の施工において、施工の急速化
や省力化ひいては経済化のために使用されているが、そ
の際、当然のことながら本体コンクリートとの一体性が
出来るだけ高いものが望まれる。2. Description of the Related Art Precast concrete buried formwork is used in the construction of concrete structures for the purpose of speeding up the construction, labor saving and economic efficiency. It is desired that the unity is as high as possible.
【0003】この要望に応える方策として、次のような
方法で埋設型枠の本体コンクリート側表面に凹凸加工を
施している。As a measure to meet this demand, unevenness is applied to the surface of the embedded formwork on the main body concrete side by the following method.
【0004】(1)コンクリートの硬化後チッピングす
るなどして凹凸を作る。(1) After hardening of concrete, chipping or the like is performed to make unevenness.
【0005】(2)コンクリートの未硬化の段階でサン
ドブラストなどの方法で粗骨材を露出させて凹凸を作
る。(2) At the uncured stage of concrete, coarse aggregate is exposed by a method such as sand blasting to form irregularities.
【0006】(3)コンクリートの未硬化の段階で粗骨
材を移植して凹凸を作る。(3) The rough aggregate is transplanted at the uncured stage of the concrete to form irregularities.
【0007】(4)コンクリート埋設型枠を製造するた
めの専用型枠表面に凹凸を設けておき、この凹凸を埋設
型枠表面に転写する。(4) Concavities and convexities are provided on the surface of a dedicated mold for producing a concrete-embedded mold, and the irregularities are transferred to the surface of the buried mold.
【0008】[0008]
【発明が解決しようとする課題】上記(1)〜(3)の
方法では、作業に多くの手間と時間を要するのみでな
く、表面形状の一定したプレキャストコンクリート埋設
型枠を定常的に製造することは不可能に近い。上記
(4)の方法による場合、一般に完成後の構造物の美観
の観点から本体コンクリートの反対側の面に平滑な製造
用専用型枠が使用されるので、特殊の場合を除き、埋設
型枠の本体コンクリート側表面は製造用専用型枠の押さ
え型枠側(上面側)にならざるを得ない。この押さえ型
枠として凹凸を施した通常のものを使用すると、凹凸部
がまばらで凹部の面積が凸部の面積に比して著しく小さ
く、かつ、凹凸の形状の円柱や角柱状の単純なものしか
製造できず、本体コンクリートとの一体性は劣ったもの
である。According to the above methods (1) to (3), not only a lot of labor and time are required for the work, but also a precast concrete buried formwork having a constant surface shape is constantly manufactured. It's almost impossible. In the case of the method of (4) above, generally, a smooth dedicated mold for manufacturing is used on the surface on the opposite side of the main body concrete from the viewpoint of the aesthetic appearance of the completed structure. The surface on the concrete side of the main body must be the holding mold side (upper surface side) of the dedicated mold for manufacturing. If a normal one with unevenness is used as this pressing mold, the unevenness is sparse, the area of the concave is much smaller than the area of the convex, and a simple cylinder or prismatic shape with unevenness is used. It can only be manufactured, and its integrity with the main body concrete is poor.
【0009】[0009]
【課題を解決するための手段】本発明は、本体コンクリ
ート側表面の略全面に錐体状の突起を設けて本体コンク
リートとの一体性を高くしたプレキャストコンクリート
製埋設型枠である。DISCLOSURE OF THE INVENTION The present invention is a precast concrete buried formwork in which a cone-shaped projection is provided on substantially the entire surface of the main body concrete side to enhance the integrity with the main body concrete.
【0010】本発明で正多角錐というのは、正三角錐、
正四角錐、正六角錐を意味する。正三角錐、正四角錐、
正六角錐であればその底面は連続しており、間に隙間を
生ずることなく連続して錐体状の突起を設けることがで
きるからである。連続して錐体状の突起を設けることが
できればプレキャストコンクリート製埋設型枠表面の略
全面に密に突起を設けることが可能となる。突起は出来
れば全面に密に設けるのが好ましいが、製造用専用型枠
の押さえ型枠の端に対応する箇所とか数枚の小型枠を連
結して大型枠としたものを使用する際の小型枠の継ぎ目
に対応する箇所とかでは突起の欠落は避けられない。In the present invention, a regular polygonal pyramid means a regular triangular pyramid,
It means regular quadrangular pyramid and regular hexagonal pyramid. Regular pyramid, regular pyramid,
This is because the regular hexagonal pyramid has a continuous bottom surface, and the pyramidal protrusions can be continuously provided without a gap therebetween. If the conical protrusions can be continuously provided, the protrusions can be densely provided on substantially the entire surface of the precast concrete embedded formwork surface. It is preferable to provide the protrusions densely on the entire surface if possible, but it is a small size when using a large frame by connecting several small frames to the place corresponding to the end of the holding mold of the dedicated manufacturing frame It is inevitable that protrusions will be missing at places corresponding to the joints of the frame.
【0011】突起の錐体の斜面と底面との角度は40〜
50°とするのが好ましい。斜面が曲面の場合は曲面を
平面と想定してその斜面と底面との角度は40〜50°
とするのが好ましい。The angle between the slope and the bottom of the projection cone is 40 to
It is preferably 50 °. If the slope is a curved surface, the curved surface is assumed to be a flat surface, and the angle between the slope and the bottom is 40 to 50 °.
Is preferred.
【0012】本発明のプレキャストコンクリート製埋設
型枠は従来の凹凸表面をもつ埋設型枠に比して本体コン
クリートとの接触面積が かに大きくなっているのみで
なく、接触面がいろんな方向に向いているので接合部で
の剪断応力をいろんな方向に分散させることができるの
で、剪断耐力を大きく向上させることができる。The precast concrete buried formwork of the present invention has not only a significantly larger contact area with the main body concrete than the conventional buried formwork having an uneven surface, but also the contact surface faces in various directions. Since the shear stress at the joint can be dispersed in various directions, the shear strength can be greatly improved.
【0013】いま、突起部での埋設型枠コンクリートと
本体コンクリートとの接合を考えると、錐体の斜面が平
面の場合、突起の剪断面積は底面からの距離の2乗に反
比例して急激に小さくなる。一方、本体コンクリートの
断面積は突起頂部から底面に進むに従って小さくはなる
が、その程度は突起の剪断面積の減少に比して かに緩
慢である。そのため、埋設型枠コンクリートの強度と本
体コンクリートの強度とが同じであると接合部の剪断破
壊が埋設型枠コンクリート側で先行して起こるので全体
としてのコンクリート構造物の剪断耐力は小さいものと
なる。従って、この場合、埋設型枠コンクリートとして
本体コンクリートより強度のより大きいものを使用して
全体としてのコンクリート構造物の剪断耐力を向上させ
ることが好ましい。錐体の斜面が曲面の場合は平面の場
合に比して高強度化の程度を緩和することができる。Now, considering the connection between the buried formwork concrete and the main body concrete at the projection, when the slope of the cone is a flat surface, the shear cross-sectional area of the projection sharply increases in inverse proportion to the square of the distance from the bottom surface. Get smaller. On the other hand, the cross-sectional area of the concrete body decreases as it goes from the top to the bottom of the projection, but the extent is much slower than the decrease in the shear cross-sectional area of the projection. Therefore, if the strength of the buried formwork concrete and the strength of the main body concrete are the same, shear failure of the joint will occur on the buried formwork concrete side first, so the shear strength of the concrete structure as a whole will be small. . Therefore, in this case, it is preferable to use a buried form concrete having a strength higher than that of the main body concrete to improve the shear strength of the concrete structure as a whole. When the slope of the pyramid is a curved surface, the degree of strengthening can be relaxed as compared with the case of a flat surface.
【0014】突起の錐体の形状が正多角錐体である場合
は当然頂部に応力が集中する。この応力集中による障害
が考えられる場合には、頂部を一部切断した台形として
接触面積を犠牲にして応力集中を避ける。When the shape of the cone of the protrusion is a regular polygonal cone, stress is naturally concentrated on the apex. If an obstacle due to this stress concentration is conceivable, a trapezoid with a part of the top cut to sacrifice the contact area to avoid stress concentration.
【0015】本発明において、埋設型枠コンクリートに
製造用専用型枠で突起を形成する際、コンクリート表面
に直接突起を形成しようとすると、粗骨材の影響やコン
クリートの付着などで希望の形状に突起を形成できない
場合がある。その時の改善策として埋設型枠コンクリー
トの上にセメントモルタル層を設けておき、そのセメン
トモルタル層に製造用専用型枠で突起を形成すればよ
い。このセメントモルタル層の圧縮強度が小さいと前述
のような欠点が表れるのでセメントモルタルの圧縮強度
は埋設型枠コンクリートおよび本体コンクリートの何れ
よりも高いことが必要となる。In the present invention, when the projections are formed directly on the concrete surface when the projections are formed on the buried formwork concrete by the dedicated mold for production, the desired shape is formed due to the influence of the coarse aggregate and the adhesion of the concrete. In some cases, no protrusion can be formed. As a remedy at that time, a cement mortar layer may be provided on the buried form concrete, and the projections may be formed on the cement mortar layer with a dedicated mold for production. If the compressive strength of this cement mortar layer is small, the above-mentioned drawbacks appear. Therefore, it is necessary that the compressive strength of cement mortar be higher than that of both buried form concrete and main body concrete.
【0016】[0016]
【実施例】以下図面を参照しながら本発明を説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the drawings.
【0017】図1は本発明のプレキャストコンクリート
製埋設型枠の一例を示し、(a)は一部平面図、(b)
は一部立面図である。(c)は埋設型枠コンクリートの
上にセメントモルタル層を設けた一部立面図である。FIG. 1 shows an example of a precast concrete buried formwork of the present invention, where (a) is a partial plan view and (b) is a plan view.
Is a partial elevational view. (C) is a partial elevation view in which a cement mortar layer is provided on the buried formwork concrete.
【0018】プレキャストコンクリート製埋設型枠1は
埋設型枠コンクリート3の表面に正四角錐形の突起2が
密に設けられている。正四角錐体の斜面と底面との角度
はほぼ45°である。プレキャストコンクリート製埋設
型枠1は補強筋(図示せず)が配筋された製造用型枠内
に埋設型枠コンクリート3を打設し、硬化を始める前に
埋設型枠コンクリート3の表面に正四角錐形の凹みが刻
まれている押さえ型枠を押しつけ凹凸を埋設型枠コンク
リート3に転写することで容易に製造される。In the precast concrete buried formwork 1, regular pyramidal projections 2 are densely provided on the surface of the buried formwork concrete 3. The angle between the slope and the bottom of the regular quadrangular pyramid is approximately 45 °. In the precast concrete buried formwork 1, the buried formwork concrete 3 is placed in the manufacturing formwork in which the reinforcing bars (not shown) are arranged, and before the hardening starts, the surface of the buried formwork concrete 3 is squared. It is easily manufactured by pressing a pressing mold having a pyramidal depression and transferring the irregularities to the embedded mold concrete 3.
【0019】(c)に示すように埋設型枠コンクリート
3上にセメントモルタル層4を設けると押さえ型枠によ
る突起2の形成が容易になる。この場合は埋設型枠コン
クリート3を打設した後、その上に高圧縮強度セメント
モルタル層4を所定の厚さに打設し、硬化を始める前に
セメントモルタル層4に押さえ型枠を押しつける。As shown in (c), when the cement mortar layer 4 is provided on the buried form concrete 3, it becomes easy to form the protrusion 2 by the pressing form. In this case, after the embedded formwork concrete 3 has been cast, a high compressive strength cement mortar layer 4 is cast on it and the pressing formwork is pressed against the cement mortar layer 4 before hardening begins.
【0020】図2は他の形状の突起2を密に設けたプレ
キャストコンクリート製埋設型枠1を示す一部平面図で
ある。図2(a)の例では正四角錐形の突起2が表面に
密に設けられており、図2(b)の例では正六角錐形の
突起2が表面に密に設けられている。何れの場合も錐体
の斜面と底面との角度はほぼ45°である。FIG. 2 is a partial plan view showing a precast concrete buried formwork 1 in which projections 2 of another shape are densely provided. In the example of FIG. 2A, the regular quadrangular pyramidal protrusions 2 are densely provided on the surface, and in the example of FIG. 2B, the regular hexagonal pyramidal protrusions 2 are densely provided on the surface. In any case, the angle between the slope and the bottom of the cone is approximately 45 °.
【0021】[0021]
【発明の効果】突起形状が正多角錐体であるのでその底
面は連続しており、間に隙間を生ずることなく連続して
突起を設けることができ、プレキャストコンクリート製
埋設型枠表面と本体コンクリートとの接触面積を大きく
することができ両者の一体性が向上する。また、接触面
がいろんな方向に向いているので接合部での剪断応力を
いろんな方向に分散させることができるので、剪断耐力
を大きく向上させることができる。Since the projection shape is a regular polygonal pyramid, the bottom surface is continuous, and projections can be continuously provided without a gap between them, and the surface of the precast concrete embedded formwork and the main body concrete It is possible to increase the contact area with and improve the integrity of the two. Further, since the contact surfaces face in various directions, the shear stress at the joint can be dispersed in various directions, so that the shear strength can be greatly improved.
【図1】本発明のプレキャストコンクリート製埋設型枠
の一例を示し、(a)は一部平面図、(b)、(c)は
一部立面図である。FIG. 1 shows an example of a precast concrete buried formwork of the present invention, in which (a) is a partial plan view, and (b) and (c) are partial elevation views.
【図2】本発明のプレキャストコンクリート製埋設型枠
の他の例を示す一部平面図である。FIG. 2 is a partial plan view showing another example of the precast concrete buried formwork of the present invention.
1・・プレキャストコンクリート製埋設型枠、2・・突
起、3・・埋設型枠コンクリート、4・・高圧縮強度セ
メントモルタル層1 ・ ・ Precast concrete buried formwork, 2 ・ ・ Projection, 3 ・ ・ Buried formwork concrete, 4 ・ ・ High compressive strength cement mortar layer
───────────────────────────────────────────────────── フロントページの続き (72)発明者 新保 弘 東京都調布市飛田給2丁目19番1号 鹿島 建設株式会社技術研究所内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Hiroshi Shinbo 2-19-1 Tobita-Su, Chofu-shi, Tokyo Kashima Construction Co., Ltd. Technical Research Institute
Claims (4)
くは正多角錐台状の突起を設けたことを特徴とするプレ
キャストコンクリート製埋設型枠。1. An embedded formwork made of precast concrete, characterized in that a projection having a regular polygonal pyramid shape or a regular polygonal pyramid shape is provided on substantially the entire inner surface.
外側に凸の曲面である正多角錐体状もしくは正多角錐台
状の突起を設けたことを特徴とするプレキャストコンク
リート製埋設型枠。2. An embedded mold made of precast concrete, characterized in that a projection having a regular polygonal pyramid shape or a regular polygonal pyramid pyramid having an inclined surface which is not a flat surface but a convex curved surface is provided on substantially the entire inner surface. frame.
以上の圧縮強度を有するコンクリートを使用して製造し
た請求項1および請求項2記載のプレキャストコンクリ
ート製埋設型枠。3. The precast concrete buried formwork according to claim 1 or 2, which is manufactured by using concrete having a compressive strength of 1.5 times or more the compressive strength of the main body concrete.
び本体コンクリートの何れよりも高い圧縮強度を有する
セメントモルタルである請求項1〜請求項3記載のプレ
キャストコンクリート製埋設型枠。4. The precast concrete buried formwork according to claim 1, wherein the material of the projection is cement mortar having a higher compressive strength than both the buried formwork concrete and the main body concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20078093A JP2830704B2 (en) | 1993-08-12 | 1993-08-12 | Precast concrete buried formwork |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20078093A JP2830704B2 (en) | 1993-08-12 | 1993-08-12 | Precast concrete buried formwork |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0752133A true JPH0752133A (en) | 1995-02-28 |
JP2830704B2 JP2830704B2 (en) | 1998-12-02 |
Family
ID=16430070
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP20078093A Expired - Fee Related JP2830704B2 (en) | 1993-08-12 | 1993-08-12 | Precast concrete buried formwork |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2830704B2 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7100886B2 (en) * | 2002-03-04 | 2006-09-05 | Westblock Systems, Inc. | Apparatus and methods for making a masonry block with a roughened surface |
US7591447B2 (en) | 2001-10-18 | 2009-09-22 | Westblock Systems, Inc. | Wall block, system and mold for making the same |
WO2010150559A1 (en) * | 2009-06-24 | 2010-12-29 | 三菱重工業株式会社 | Method for producing concrete trestle, concrete trestle, and connecting member |
JP2021126850A (en) * | 2020-02-14 | 2021-09-02 | 清水建設株式会社 | Frame mold for concrete formation and manufacturing method of concrete |
CN114508210A (en) * | 2022-03-04 | 2022-05-17 | 广州工程总承包集团有限公司 | Light partition wall with external bulges and manufacturing method and manufacturing mold thereof |
-
1993
- 1993-08-12 JP JP20078093A patent/JP2830704B2/en not_active Expired - Fee Related
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7591447B2 (en) | 2001-10-18 | 2009-09-22 | Westblock Systems, Inc. | Wall block, system and mold for making the same |
US7100886B2 (en) * | 2002-03-04 | 2006-09-05 | Westblock Systems, Inc. | Apparatus and methods for making a masonry block with a roughened surface |
AU2003220008B2 (en) * | 2002-03-04 | 2008-01-10 | Westblock Systems, Inc. | Apparatus and methods for making a masonry block with a roughened surface |
EP1480799B1 (en) * | 2002-03-04 | 2008-08-20 | Westblock Systems Inc. | Apparatus and methods for making a masonry block with a roughened surface |
WO2010150559A1 (en) * | 2009-06-24 | 2010-12-29 | 三菱重工業株式会社 | Method for producing concrete trestle, concrete trestle, and connecting member |
JP2011005689A (en) * | 2009-06-24 | 2011-01-13 | Mitsubishi Heavy Ind Ltd | Method of manufacturing concrete support base, the concrete support base, and connection material |
US8522507B2 (en) | 2009-06-24 | 2013-09-03 | Mitsubishi Heavy Industries, Ltd. | Concrete platform production process, concrete platform, and connecting member |
KR101420071B1 (en) * | 2009-06-24 | 2014-07-16 | 미츠비시 쥬고교 가부시키가이샤 | Method for producing concrete trestle, concrete trestle, and connecting member |
JP2021126850A (en) * | 2020-02-14 | 2021-09-02 | 清水建設株式会社 | Frame mold for concrete formation and manufacturing method of concrete |
CN114508210A (en) * | 2022-03-04 | 2022-05-17 | 广州工程总承包集团有限公司 | Light partition wall with external bulges and manufacturing method and manufacturing mold thereof |
CN114508210B (en) * | 2022-03-04 | 2023-11-10 | 广州工程总承包集团有限公司 | Externally-arranged raised light partition wall and manufacturing method and manufacturing mold thereof |
Also Published As
Publication number | Publication date |
---|---|
JP2830704B2 (en) | 1998-12-02 |
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