JP2000006127A - Method for forming fitting hole of concrete molded article and male mold - Google Patents

Method for forming fitting hole of concrete molded article and male mold

Info

Publication number
JP2000006127A
JP2000006127A JP17771998A JP17771998A JP2000006127A JP 2000006127 A JP2000006127 A JP 2000006127A JP 17771998 A JP17771998 A JP 17771998A JP 17771998 A JP17771998 A JP 17771998A JP 2000006127 A JP2000006127 A JP 2000006127A
Authority
JP
Japan
Prior art keywords
concrete
male
molded product
mold
pressurized fluid
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
JP17771998A
Other languages
Japanese (ja)
Inventor
Masatsugu Yonemura
正継 米村
Toshibumi Kuno
俊文 久野
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.)
Yamax Corp
Original Assignee
Yamax Corp
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 Yamax Corp filed Critical Yamax Corp
Priority to JP17771998A priority Critical patent/JP2000006127A/en
Publication of JP2000006127A publication Critical patent/JP2000006127A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a method for forming a fitting hole of a concrete molded article and a male mold wherein a fitting hole into which a hooking part provided on the side end of an elastic seal material is inserted in a concrete molded article such as a side water path, a box culvert, a retaining wall and an exterior wall panel is highly accurately formed and deviation on the fitting posture of a male mold main body is not generated and elastic recovery is rich and the life can be extended and maintenance and control are easily performed in relation to the method for forming the fitting hole of the concrete molded article and the male mold. SOLUTION: A hollow projected part 7b formed on the apex of a male mold main body 7 which is formed of an elastic material such as a rubber and can be fitted at a required position in a form 1 is expanded by making a pressurized fluid L flow thereinto when concrete is filled and the pressurized fluid L is made to flow out to reduce the pressure when the concrete is aged and solidified and in addition, when the concrete molded article is released from the mold, it is shrunk by making the pressurized fluid flow out to form the concrete molded article A with a highly accurate fitting hole.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明はコンクリート成形品
の取付穴の形成方法および雄成形型に関し、例えば側
溝、U形溝、ボックス・カルバート、下水管等の地下埋
設構造物やトンネル、擁壁等の地上構造物としての土木
資材や外壁パネル、内壁パネル、天井パネル、床パネ
ル、スラブ板等の建築資材におけるコンクリート成形品
に弾性材により形成される弾性シール材の側端に設けた
係止部を挿入するための取付孔を形成するのに最適に使
用される。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for forming a mounting hole in a concrete molded product and a male mold, for example, an underground buried structure such as a side groove, a U-shaped groove, a box culvert, a sewer pipe, a tunnel, a retaining wall, and the like. Locking parts provided at the side ends of an elastic sealing material formed of an elastic material on a concrete molded product of a building material such as a civil engineering material, an outer wall panel, an inner wall panel, a ceiling panel, a floor panel, a slab plate, etc. It is optimally used to form a mounting hole for inserting

【0002】[0002]

【従来の技術】従来、コンクリート成形品、例えば側
溝、U形溝、ボックス・カルバート等の地下埋設構造物
や擁壁等の地上構造物である土木資材や外壁パネル、内
壁パネル、天井パネル、床パネル等の建築資材における
コンクリート成形品に弾性シール材の側端に設けた係止
部を挿入して水密に止着するための取付穴を成形する成
形型には、図11および図12に示すような雄成形型や
または図13に示すような雄成形型を備えたものがあっ
た。これらの雄成形型は、ゴムまたは合成樹脂等の弾性
材にて形成される雄型本体aを鉄板や硬質合成樹脂板の
ような平滑面を有する板状材で形成される型枠bの内側
面に図11に示すように接着剤cを用いて接着したり、
または図13に示すように雄型本体aに植設したボルト
dを型枠bの挿通孔b1 から外部に突出し、ナットeに
て固定する等にして形成されていた。また雄型本体a
は、先窄まりの取付基体部a1 の先端に断面略円形をな
す径大の突状部a2 を形成している。そして型枠b内に
コンクリートを打設して養生、固化してから離型するこ
とにより例えば側溝、U形溝、ボックス・カルバート等
の地下埋設構造物や擁壁等の土木資材、外壁パネル、内
壁パネル、天井パネル、床パネル等のコンクリート成形
品Aを成形する。このコンクリート成形品Aの離型時に
は、ゴム等の弾性材よりなる雄型本体aが伸縮性を発揮
されてコンクリート成形品Aから引き抜かれることによ
りコンクリート成形品A,Aの接合面A1 ,A1 に臨む
開口部g1 の奥に弾性シール材を挿入するための断面略
円形の取付穴gを形成していた。
2. Description of the Related Art Conventionally, concrete materials, such as civil engineering materials, outer wall panels, inner wall panels, ceiling panels, and floor structures such as underground structures such as gutters, U-shaped grooves, box culverts, and underground structures such as retaining walls. FIGS. 11 and 12 show a molding die for inserting a locking portion provided at a side end of an elastic sealing material into a concrete molded product of a building material such as a panel to form a mounting hole for fastening in a watertight manner. Some of them have such a male mold or a male mold as shown in FIG. In these male molds, a male mold body a formed of an elastic material such as rubber or synthetic resin has a mold b formed of a plate material having a smooth surface such as an iron plate or a hard synthetic resin plate. As shown in FIG. 11, it is bonded to the side surface using an adhesive c,
Or protrudes from the bolt d were implanted in male body a as shown in FIG. 13 from the insertion hole b 1 of the form b, it was formed in the like to fix at the nut e. Male body a
Forms a protrusion a 2 of the large-diameter forming the substantially circular section on the front end of the mounting base portion a 1 of the tapered-off. Then, concrete is poured into the formwork b, cured, solidified and released from the mold, for example, gutters, U-shaped grooves, underground buried structures such as box culverts, civil engineering materials such as retaining walls, outer wall panels, A concrete molded product A such as an inner wall panel, a ceiling panel, or a floor panel is formed. The release time of the concrete moldings A, the bonding surface A 1 of the concrete moldings A, A by a male body a made of an elastic material such as rubber is pulled out is exhibited stretchability concrete moldings A, A It was to form a substantially circular section of the mounting hole g for the back of the opening g 1 facing the 1 to insert the elastic sealing material.

【0003】[0003]

【発明が解決しようとする課題】図11および図12、
または図13に示す上記従来例では、型枠bの内側に取
付けられる雄型本体aの取付姿勢に偏りを生じ易く、雄
型本体aの弾性復元性が使用する毎に一様ではないの
で、コンクリート成形品Aに所望の形状、寸法の高精度
の取付穴gを形成することはできなかった。またコンク
リート成形品Aに成形される取付穴gは、弾性シール材
の係止部の止着を確実になして弾性シール材に対する水
密性を確実になすために、その断面形状が、コンクリー
ト成形品A,A相互の接合面A1 ,A1 に臨む先窄まり
の開口部g1 の奥に径大の断面略円形に形成されるの
で、コンクリートの養生、固化後の離型時に取付穴gか
ら雄型本体aを抜き取るのに、取付穴gに対する開口部
1 の連設個所としての幅狭のくびれ部分k,kに雄型
本体aの径大の突状部a2 が係合することにより取付穴
gから円滑に雄型本体aを抜き取ることができないとい
う不都合を生ずることがあった。従って、コンクリート
成形品Aを成形するのに、非能率になって多くの成形時
間がかかり、非能率になり、コンクリート成形品自体の
成形コストが高価になっていた。このように離型には強
い引張力が雄型本体aの突状部a2 に加わるので、雄型
の使用回数が多くなると、機械的疲労により雄型本体a
の突状部a2 が破断し、雄型本体aを新しいものと交換
しなず、保守、管理に多くの手間と費用とを必要として
いた。また雄型本体aの型枠bに対する取付後に雄型本
体aと型枠bとの間に間隙を生じ易いので、この間隙内
にコンクリート打設時にコンクリートが侵入し、養生、
固化後に離型してからもコンクートかすが残存するた
め、コンクリート成形品Aには高精度の取付孔gを成形
することがでないとともにコンクリート成形品Aの表面
も綺麗に成形することができなかった。
FIG. 11 and FIG.
In the conventional example shown in FIG. 13, the mounting posture of the male main body a mounted on the inner side of the mold frame b tends to be deviated, and the elastic restoring property of the male main body a is not uniform every time it is used. A high-precision mounting hole g having a desired shape and dimensions could not be formed in the concrete molded product A. The mounting hole g formed in the concrete molded product A has a cross-sectional shape of a concrete molded product in order to surely secure the locking portion of the elastic seal material and to ensure watertightness with respect to the elastic seal material. a, because it is formed behind the cross-section substantially circular large-diameter openings g 1 of Subomari previously facing the bonding surface a 1, a 1 of a mutual, concrete curing, mounting holes g upon release after solidification to extract the male body a, narrow constricted portion k of the communication設個office opening g 1 with respect to the mounting hole g, protrusion a 2 of the large diameter of the male body a to k are engaged from As a result, there was a problem that the male main body a could not be smoothly removed from the mounting hole g. Therefore, molding the concrete molded product A is inefficient and takes a lot of molding time, which is inefficient, and the molding cost of the concrete molded product itself has become expensive. Since the strong tensile force for release is applied to the projecting portion a 2 of the male body a, the number of uses of the male increases, the male body a by mechanical fatigue
Of the protrusion a 2 is broken, replace it with a new one male body a Shinazu, maintenance, have required a lot of the time and expense to management. In addition, since a gap is easily formed between the male body a and the mold b after the male body a is attached to the mold b, concrete invades into the gap when the concrete is poured and cures,
Since concrete debris remains even after releasing from the mold after solidification, it was not possible to form the mounting hole g with high precision in the concrete molded product A, and the surface of the concrete molded product A could not be formed neatly.

【0004】本発明は上記従来の不都合を解決するため
になされ、型枠の内側に取付けられる雄型本体の取付姿
勢に偏りを生ずることがなく、雄型本体の弾性復元性が
使用回数が増しても衰えることなく確実であり、機械的
疲労が少なく長命化がはかれるとともに保守、管理も容
易であり、そして高精度の取付孔を有する綺麗な表面の
コンクリート成形品を多くの時間を要することなく効率
的に成形し、製作コストも安価なコンクリート成形品の
取付穴の形成方法および雄成形型を提供するものであ
る。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional inconvenience, and there is no deviation in the mounting posture of a male body attached to the inside of a formwork. It is reliable without any deterioration, has low mechanical fatigue, prolongs the life, is easy to maintain and manage, and can produce a concrete molded product with a beautiful surface with high-precision mounting holes without taking much time. An object of the present invention is to provide a method for forming a mounting hole of a concrete molded product which is efficiently molded and whose production cost is low, and a male mold.

【0005】[0005]

【課題を解決するための手段】本発明は上記課題に鑑み
てなされ、その請求項1は型枠の内側の所望位置にゴム
等の弾性材により形成される雄型本体を取付け、型枠に
対するコンクリートの打設時には雄型本体の先端に設け
た中空状の突状部内に加圧流体を流入して該突状部を所
望形状に膨らませることによりコンクリート成形品に取
付穴を成形する工程と、コンクリートを打設した後には
前記突状部から加圧流体を所望量流出させて減圧した状
態でコンクリート成形品を養生、固化させる工程と、離
型時には前記突状部から加圧流体を流出して突状部を萎
ませることにより取付穴から突状部を抜き取ってコンク
リート成形品を離型する工程とから成るという手段を採
用した。
SUMMARY OF THE INVENTION The present invention has been made in view of the above problems, and a first aspect of the present invention is to attach a male mold body formed of an elastic material such as rubber to a desired position inside a mold, and to attach the mold to the mold. A step of forming a mounting hole in a concrete molded product by pouring a pressurized fluid into a hollow protrusion provided at the tip of the male main body at the time of casting concrete and inflating the protrusion into a desired shape; After the concrete is poured, a step of allowing a desired amount of pressurized fluid to flow out of the protruding portion and curing and solidifying the concrete molded product under reduced pressure; Then, the protruding portion is withdrawn to remove the protruding portion from the mounting hole and release the concrete molded product.

【0006】本発明の請求項2は、請求項1において型
枠内に取付けられる先窄まりの雄の取付基体部の先端に
形成される径大の中空状の突状部内に加圧流体を流通路
を介して流入させることによりコンクリートの打設時に
加圧により突状部を膨らませてコンクリート成形品に取
付穴を成形し、離型時には加圧流体を突状部から流出し
て突状部を取付基体部の先端幅よりも萎ませて取付穴か
ら突状部を軸長方向に抜き取って離型するという手段を
採用した。
According to a second aspect of the present invention, a pressurized fluid is injected into a large-diameter hollow projection formed at the tip of a male mounting base portion having a tapered male portion mounted in a mold. By inflowing through the flow passage, the protruding part is expanded by pressurization at the time of concrete casting to form a mounting hole in the concrete molded product, and when releasing the pressurized fluid from the protruding part, the protruding part , The protruding portion is withdrawn from the mounting hole in the axial direction and released from the mounting hole.

【0007】また本発明の請求項3は、ゴム等の弾性材
により形成され、型枠内の所望位置に取付けられる雄型
本体と、該雄型本体の先端に形成されコンクリートの打
設時には加圧流体が流入されて膨らまされ、コンクリー
ト成形品におけるコンクリートの養生、固化時には加圧
流体を所望量減圧させるとともにコンクリート成形品の
離型時には加圧流体を流出して萎ませられる中空状をな
す突状部とからなるという手段を採用した。
According to a third aspect of the present invention, there is provided a male body formed of an elastic material such as rubber and attached to a desired position in a mold frame, and a male body formed at the tip of the male body and being added at the time of placing concrete. When a pressurized fluid is introduced and expanded, a desired amount of pressurized fluid is reduced during curing and solidification of the concrete in the concrete molded product, and a hollow protrusion is formed to allow the pressurized fluid to flow out and shrink when the concrete molded product is released from the mold. A means consisting of a shape part was adopted.

【0008】また本発明の請求項4は、請求項3におい
て前記雄型本体は、型枠に取付けられる先窄まりの取付
基体部と、該取付基体部の先端に形成され加圧流体を流
入または流出することにより伸縮可能になる径大の中空
状の突状部とから形成され、雄型本体の内部には前記突
状部内に連通され、加圧流体が流入されるか流出される
流通路が設けられるという手段を採用した。
According to a fourth aspect of the present invention, in the third aspect, the male mold main body has a tapered mounting base portion mounted on a mold and a pressurized fluid formed at a tip end of the mounting base portion. Or a large-diameter hollow protrusion that can be expanded and contracted by flowing out, and the inside of the male body is communicated with the protrusion to allow the pressurized fluid to flow in or out. A route is provided.

【0009】また本発明の請求項5は、請求項3におい
て前記突状部の頂部には位置規制突起が設けられ、該位
置規制突起はコンクリート成形品の離型時における雄型
本体の抜取方向に一致して設けられるという手段を採用
した。
According to a fifth aspect of the present invention, in the third aspect, a position regulating projection is provided on the top of the projecting portion, and the position regulating projection is in a direction in which the male mold body is removed when the concrete molded product is released from the mold. Is adopted in accordance with the above.

【0010】また本発明の請求項6は、請求項3または
請求項4の何れかにおいて前記突状部は外形状が断面略
円形、断面略楕円形、断面略三角形の何れかをなし、該
突状部の内部には拡大可能または縮小可能な中空部が形
成されるという手段を採用した。
According to a sixth aspect of the present invention, in any one of the third and fourth aspects, the protrusion has an outer shape of any one of a substantially circular cross section, a substantially elliptical cross section, and a substantially triangular cross section. Means is adopted in which a hollow portion that can be expanded or reduced is formed inside the protruding portion.

【0011】また本発明の請求項7は、前記加圧流体
は、請求項3または請求項4に何れかにおいて前記加圧
流体は、空気または気体の何れか、または水、油の液体
の何れかであるという手段を採用した。
According to a seventh aspect of the present invention, the pressurized fluid according to any one of the third and fourth aspects is characterized in that the pressurized fluid is either air or gas, or water or oil liquid. We adopted the means of being.

【0012】[0012]

【発明の実施の形態】以下図面に従って発明案の実施の
形態の具体例を説明する。図1乃至図10は本発明の一
実施例である。1は型枠であり、この型枠1は成形する
コンクリート成形品Aの外形状に合致する内形状に形成
され、この実施例ではコンクリート成形品Aとして側溝
2を成形するように、図3の如く底板3と、該底板3の
左右の側面に対向して配置される側板4,4と、該側板
4,4の前後にそれぞれ対向して配置される前板5と後
板6とから形成され、コンクリートを打設して養生、固
化後に、コンクリート成形品Aを離型するために底板3
に対して側板4,4と、前板5と後板6とは分解可能に
且つ組付可能に形成される。Mはコンクリート成形品A
を成形するために型枠1内に所望の間隔Kをあけて設置
される入子部材である。底板3と、側板4,4と、前板
5と後板6とは図には示さないヒンジ等の接続金具を用
いて容易に分解可能に且つ組付可能になすようにしてい
る。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a block diagram showing an embodiment of the invention. 1 to 10 show an embodiment of the present invention. Reference numeral 1 denotes a mold. The mold 1 is formed to have an inner shape that matches the outer shape of the concrete molded product A to be molded. In this embodiment, a side groove 2 is formed as the concrete molded product A in FIG. Formed by the bottom plate 3, the side plates 4 and 4 disposed opposite to the left and right side surfaces of the bottom plate 3, and the front plate 5 and the rear plate 6 disposed opposite to the front and rear of the side plates 4 and 4, respectively. After the concrete is cast and cured and solidified, the bottom plate 3
On the other hand, the side plates 4, 4 and the front plate 5 and the rear plate 6 are formed so as to be disassembled and assemble. M is a concrete molded product A
This is a nesting member which is installed at a desired interval K in the mold 1 in order to form the mold. The bottom plate 3, the side plates 4 and 4, the front plate 5 and the rear plate 6 are configured to be easily disassembled and can be assembled using a connection fitting such as a hinge not shown.

【0013】7は型枠1の内側の所望位置、例えば本実
施例ではコンクリート成形品Aとしての側溝2の前面と
後面とに正面略U字状にコンクリート成形品Aの成形時
に着脱可能に突設された雄型本体であり、この雄型本体
7はこの実施例では図5に示すように側溝2の敷設時に
該側溝2,2相互を接続して止水性を有するようにゴム
または柔軟性を有する合成樹脂等の弾性材よりなるシー
ル材Sの長手方向の両側に設けた係止部S1 ,S1 を挿
入し止着させるための正面略U字状の取付穴2a,2a
を側溝2,2の接合面2b,2bに臨む開口部2a1
2a1 の奥に形成するためのものである。そしてこの雄
型本体7は、先窄まりの雄の取付基体部7aと、該取付
基体部7aの先端に図示するように形成される径大の例
えば外形状が断面略円形をなした中空状の突状部7bと
から形成される。7a1 は取付基体部7aの左右外側面
に対応して形成された係合手段としての係合凹部であ
る。
Reference numeral 7 denotes a desired position inside the formwork 1, for example, in the present embodiment, a front and rear surface of the side groove 2 as the concrete molded product A, which can be detachably protruded into a substantially U-shaped front when the concrete molded product A is molded. In this embodiment, the male body 7 is made of rubber or flexible so as to have a waterproof property by connecting the side grooves 2 when the side groove 2 is laid, as shown in FIG. front substantially U-shaped mounting hole 2a for causing the fastening insert the locking portion S 1, S 1 provided on both sides longitudinally of the sealing material S made of an elastic material such as synthetic resin having, 2a
To the openings 2a 1 facing the joining surfaces 2b, 2b of the side grooves 2, 2.
It is intended to form the back of the 2a 1. The male main body 7 has a tapered male mounting base 7a and a large-diameter hollow shape formed at the tip of the mounting base 7a as shown in the figure, for example, whose outer shape is substantially circular in cross section. And the projection 7b. 7a 1 is a engagement recess as an engagement means formed in correspondence with the left and right outer sides of the mounting base portion 7a.

【0014】前記突状部7bは図1および図2において
図示するものは例示であり、外形状が断面略円形のほ
か、断面略楕円形、断面略三角形の何れかをなし、内部
には中空部7b1 が設けられた中空状をなしている。そ
して、この中空状の突状部7bは、型枠1によってコン
クリート成形品Aを成形するためにコンクリートCを打
設するコンクリートCの打設時には、図6、図7に示す
ように加圧流体Lが流入されることにより該突状部7b
を所望形状に膨らましてコンクリート成形品Aに所望形
状でありかつ所望寸法の取付穴2aを成形するものであ
り、コンクリートの打設後に図8に示すようにコンクリ
ート成形品Aに対してコンクリートCを蒸気養生する等
の養生、固化時には突状部7bから加圧流体Lを保形性
が維持される程度の所望量が流出させるとにより突状部
7b内を減圧させた状態で養生、固化し、また図9に示
すようにコンクリートCが養生、固化した後の離型時に
は加圧流体Lを突状部7bから流出して萎ませることに
より取付穴2aから突状部7bを抜き取ってコンクリー
ト成形品Aの離型作業を確実になすために図1および図
7と図9に示すように拡大可能または縮小可能な中空部
7b1 が形成されている。7cは雄型本体7内に前記中
空部7b1 に連通するように設けられた流通路であり、
この流通路7cを通じて中空部7b1 に対して加圧流体
Lを流入するか、または加圧流体Lを流出されるように
なっている。前記のようにコンクリートの養生、固化時
に突状部7b内を減圧させるようにしたのは、蒸気養生
による蒸気熱やコンクリートCの水和による熱により突
状部7bが膨張して突状部7bが破裂するのを防止した
り、取付穴2aの製作精度を高めるためである。前記加
圧流体Lは、空気または気体の何れか、または水、油の
何れかが使用される。そしてこの加圧流体Lは、図には
示さないポンプによる吸引や吐出、さらには停止により
突状部7bに対して流入したり、流出されたり、停止が
行われるが、その流入量または流出量は成形すべきコン
クリート成形品Aの取付穴2aの大きさに対応して突状
部7bの外容積の膨らみ方が大小異なるように制御され
る。また加圧流体Lの突状部7bに対する封入時間、す
なわち流入開始時間から流出終了時間まではセメント、
砂や砂利等の骨材等の配合比率により異なるコンクリー
トCの養生、固化時間に応じて長短制御される。
The protruding portion 7b shown in FIGS. 1 and 2 is merely an example, and has an outer shape of a substantially circular cross section, an elliptical cross section or a substantially triangular cross section, and a hollow inside. part 7b 1 is a hollow shape provided. The hollow protruding portion 7b is used when the concrete C is cast to cast the concrete C to form the concrete molded product A by the mold 1 as shown in FIGS. L flows into the protruding portion 7b
Is formed into a desired shape to form a mounting hole 2a having a desired shape and a desired size in the concrete molded product A. After the concrete is cast, concrete C is applied to the concrete molded product A as shown in FIG. At the time of curing, such as steam curing, and solidification, a desired amount of the pressurized fluid L is discharged from the projecting portion 7b such that the shape-retaining property is maintained, thereby curing and solidifying the projecting portion 7b in a reduced pressure state. As shown in FIG. 9, when the concrete C is cured and solidified, the pressurized fluid L flows out from the protruding portion 7b and shrinks, thereby removing the protruding portion 7b from the mounting hole 2a to form concrete. 1 and 7 and expandable or collapsible hollow portion 7b 1 as shown in FIG. 9 is formed to make reliably release work of goods a. 7c is a flow path provided so as to communicate with the hollow portion 7b 1 in male body 7,
It has either flowing a pressurized fluid L with respect to the hollow portion 7b 1, or a pressurized fluid L to be drained through the passage 7c. As described above, the inside of the projection 7b is depressurized during curing and solidification of the concrete because the projection 7b expands due to steam heat due to steam curing and heat due to hydration of the concrete C. This is for preventing rupture of the mounting hole 2a and for improving the manufacturing accuracy of the mounting hole 2a. As the pressurized fluid L, either air or gas, or water or oil is used. The pressurized fluid L flows into, out of, or stops with respect to the protruding portion 7b by suction and discharge by a pump (not shown), and further by stopping. Is controlled so that the manner of expansion of the outer volume of the protruding portion 7b differs in size according to the size of the mounting hole 2a of the concrete molded product A to be molded. In addition, the sealing time of the pressurized fluid L in the protruding portion 7b, that is, the cement,
The length of the concrete C is controlled in accordance with the curing and solidification time of the concrete C which varies depending on the mixing ratio of aggregates such as sand and gravel.

【0015】7dは前記突状部7bの頂部に設けられた
例えば円錐状の位置規制突起であり、この位置規制突起
7dはコンクリート成形品Aの離型時(図9参照)にお
ける雄型本体7の抜取方向イに一致して設けられる。そ
して、この位置規制突起7dを雄型本体7の抜取方向イ
に一致して設けたのは、コンクリート成形品Aを成形す
るために型枠1内に打設するコンクリートCに対して加
圧流体Lを流入することにより膨らむ突状部7bが、流
動性を有するコンクリートCの圧縮圧や養生、固化時の
コンクリートCの膨張圧に抗してコンクリートC内の所
定位置に係止されて均一にしかも万遍なく膨らむことに
より所望形状でかつ所望寸法の精度が高い取付穴2aを
成形する(図6、図7参照)のと、コンクリート成形品
Aの離型時(図9参照)には突状部7bを萎ませて取付
穴2aからの抜取りを無理な力を要せずに容易になすた
めである。
Reference numeral 7d denotes a conical position regulating projection provided on the top of the projecting portion 7b, for example. The position regulating projection 7d is used when the concrete molded product A is released (see FIG. 9). Is provided in accordance with the extraction direction A. The position restricting projection 7d is provided so as to coincide with the extracting direction A of the male main body 7 because a pressurized fluid is applied to the concrete C to be cast into the mold 1 to form the concrete molded product A. The protrusions 7b swelled by the inflow of L are locked at a predetermined position in the concrete C against the compression pressure of the fluid concrete C and the expansion pressure of the concrete C during curing and solidification. In addition, when the mounting hole 2a having a desired shape and a high precision of a desired dimension is formed by uniform swelling (see FIGS. 6 and 7), a protrusion is generated when the concrete molded product A is released (see FIG. 9). This is for facilitating the withdrawal from the mounting hole 2a by deflating the shape portion 7b without requiring excessive force.

【0016】前記型枠1は、型枠1の外側に配置される
型枠構成基板8と、該型枠構成基板8の内側(図1およ
び図2において上面)に雄型本体7に対して対向方向ま
たは相反方向に摺動可能に分割して重合される所望複数
枚、例えば雄型本体7に対して左右3枚づつ、合計6枚
の内部型枠構成板9′a,9′b,9′c;9a,9
b,9cとで形成される。
The mold 1 comprises a mold forming substrate 8 disposed outside the mold 1 and a male body 7 inside the mold forming substrate 8 (the upper surface in FIGS. 1 and 2). Desired plural pieces which are divided and slidably overlapped in the opposite direction or the opposite direction, for example, three pieces each on the left and right sides with respect to the male body 7, a total of six internal form forming plates 9 ′ a, 9 ′ b, 9'c; 9a, 9
b, 9c.

【0017】また前記型枠1の前記雄型本体7に対する
取付けは、雄型本体7の長手方向Iに対して交叉する対
向方向または相反方向に摺動可能に左右3枚づつ、合計
6枚が分割して重合されるように型枠構成基板8上を配
置される内部型枠構成板9′a,9′b,9′c;9
a,9b,9cにて取付基体部7aを挟持するとともに
所定数段目、図1および図2では2段目に位置する内部
型枠構成板9′b,9bの内端縁9′b1 ,9b1 を係
合手段としての前記係合凹部7a1 ,7a1 内に係止
し、ゴム等の弾性材により形成される雄型本体7を型枠
1に固定する。
The male frame 7 is attached to the male main body 7 by a total of six left and right three slidable in opposing or intersecting directions with respect to the longitudinal direction I of the male main body 7. Internal form forming plates 9'a, 9'b, 9'c; 9 arranged on the form forming substrate 8 so as to be divided and superimposed.
a, 9b and 9c sandwich the mounting base portion 7a and the inner end edges 9'b 1 of the internal form forming plates 9'b and 9b located at a predetermined number of steps, in FIGS. 1 and 2, the second step. , 9b 1 are locked in the engaging recesses 7a 1 , 7a 1 as engaging means, and the male main body 7 formed of an elastic material such as rubber is fixed to the mold 1.

【0018】本発明の雄成形型の一実施例は以上の構成
からなり、以下この雄成形型を用いてコンクリート成形
品Aの取付穴2aを形成する方法を作用と一緒に工程順
に説明する。先ず、第1工程としてコンクリート成形品
Aとして側溝2を成形するには組立られる型枠1内に設
置される入子部材Mと型枠1との間に形成される図3に
示すような間隔K内にコンクリートCを打設する。この
ように、型枠1に対するコンクリートCの打設時には、
雄型本体7の先端に設けた中空状の突状部7b内に図7
に示すように加圧流体Lを流入して該突状部7bを所望
形状にかつ所望寸法に膨らませることによりコンクリー
ト成形品Aに取付穴2aを成形する。
One embodiment of the male mold according to the present invention is constituted as described above. A method of forming the mounting hole 2a of the concrete molded article A using the male mold will be described in the order of steps together with the operation. First, as a first step, in order to form the side groove 2 as a concrete molded product A, an interval formed between the nested member M installed in the assembled mold 1 and the mold 1 as shown in FIG. Pour concrete C into K. Thus, when the concrete C is poured into the formwork 1,
FIG. 7 shows the inside of a hollow projection 7b provided at the tip of the male body 7.
As shown in (1), the mounting hole 2a is formed in the concrete molded product A by flowing the pressurized fluid L to expand the protrusion 7b into a desired shape and a desired size.

【0019】この際、突状部7bの頂部には雄型本体7
の抜取方向イに一致して円錐状の位置規制突起7dが設
けられているので、雄型本体7の突状部7bは位置規制
突起7dにより型枠1内に打設するコンクリートCに対
して図6に示すように圧縮圧や養生、固化時のコンクリ
ートCの膨張圧に抗して取付位置に偏りを生ずることな
く所定位置に係止されることにより不用意に移動するこ
とがなくなり、図に示さないポンプが駆動されることに
より突状部7b内に加圧流体Lが流入されると、均一に
かつ万遍なく膨らんで外形状が図示するように断面略円
形のほか、断面略楕円形、断面略三角形等の所望形状を
呈する。しかも突状部7bに対する加圧流体Lの流入量
は、ポンプの駆動時間や駆動速度を制御することにより
突状部7bの外容積の膨らみ方を大小加減することによ
り成形すべきコンクリート成形品Aの取付穴2aの大き
さを設定することができる。しかも加圧流体Lの突状部
7bに対する封入時間、すなわち流入開始時間から流出
終了時間までは、セメント、砂、砂利等の骨材等の配合
比率により異なるコンクリートCの養生、固化時間に応
じて長短制御することにより最適なコンクリート成形品
Aを成形することができる。
At this time, the male body 7 is provided on the top of the projection 7b.
Is provided with a conical position regulating projection 7d in accordance with the extraction direction A, so that the protruding portion 7b of the male mold body 7 is moved relative to the concrete C cast into the mold 1 by the position regulating projection 7d. As shown in FIG. 6, the mounting position is locked at a predetermined position without causing bias in the mounting position against the expansion pressure of the concrete C at the time of compression, curing, and solidification, so that it does not move carelessly. When the pressurized fluid L flows into the protruding portion 7b by driving a pump (not shown), the outer shape is uniformly and evenly expanded and the outer shape is substantially circular in cross section as shown in FIG. It has a desired shape such as a shape and a substantially triangular cross section. In addition, the amount of the pressurized fluid L flowing into the protruding portion 7b is controlled by controlling the driving time and the driving speed of the pump so as to adjust the degree of expansion of the outer volume of the protruding portion 7b by adjusting the size thereof. Of the mounting hole 2a can be set. In addition, the filling time of the pressurized fluid L into the protruding portion 7b, that is, from the inflow start time to the outflow end time, depends on the curing and solidifying time of the concrete C which varies depending on the mixing ratio of the aggregates such as cement, sand, and gravel. By controlling the length, an optimum concrete molded product A can be formed.

【0020】次いで、第2工程として前工程において打
設されたコンクリートCを養生室において60°C〜7
0°C程度の室温で蒸気養生して養生、固化させること
により所望形状であり、かつ所望寸法をなした高精度の
取付穴2aを有するコンクリート成形品Aを成形するこ
とができる。この際、図8に示すように突状部7bの保
形性が維持される程度に、所望量の加圧流体Lを流出し
て突状部7b内を減圧させることによりコンクリートC
を養生、固化する。このように、コンクリートCの養
生、固化工程において突状部7b内を減圧するようにし
たのは、蒸気養生による蒸気熱やコンクリートCに水和
による熱により突状部7bが膨張して突状部7bの破裂
を防止したり、コンクリート成形品Aに製作精度が高い
取付穴2aを成形するためである。この取付穴2aは接
合されるべきコンクリート成形品A,Aの接合面2b,
2bに臨む先窄まりの開口部2a1 ,2a1 の奥に径大
の断面略円形に形成される。
Next, as a second step, the concrete C cast in the previous step is placed in a curing room at 60 ° C. to 7 ° C.
By curing and solidifying by steam curing at a room temperature of about 0 ° C., a concrete molded product A having a desired shape and a highly accurate mounting hole 2 a having a desired size can be formed. At this time, as shown in FIG. 8, a desired amount of pressurized fluid L is discharged to the extent that the shape retention of the protruding portion 7b is maintained, and the inside of the protruding portion 7b is depressurized.
Curing and solidifying. As described above, the pressure in the projecting portion 7b is reduced in the curing and solidifying processes of the concrete C because the projecting portion 7b expands due to steam heat due to steam curing and heat due to hydration of the concrete C. This is for preventing the rupture of the portion 7b and for forming the mounting hole 2a having high production accuracy in the concrete molded product A. The mounting holes 2a are used to connect the concrete moldings A to be joined,
A large-diameter section is formed substantially in the back of the constricted openings 2a 1 , 2a 1 facing 2b.

【0021】次いで、第3工程としてコンクリートCが
養生、固化した離型時には前記突状部7bから加圧流体
Lを流出させて突状部7bを萎ませることにより、成形
された取付穴2aから突状部7bを抜き取り、コンクリ
ート成形品Aを型枠1から離型する(図9参照)。そし
て、雄型本体7の突状部7bは、コンクリート成形品A
の接合面2bに臨む開口部2a1 の奥に径大に形成され
た取付穴2aに対する開口部2a1 の連設個所になるく
びれ部分k,kの間の間隙lよりも幅狭に萎むので、コ
ンクリート成形品Aの先窄まりの開口部2a1 の奥に径
大の取付穴2aを形成する場合に、通常では雄型本体7
の突状部7bを取付穴2aから抜取りにくい場合にも図
9に示すような離型時には、強い引張力を無理に雄型本
体7の突状部7bに加えてストレスをかけることなく取
付穴2aから突状部7bを円滑に抜取ることができ、コ
ンクリート成形品Aの離型作業を迅速かつ確実に行うこ
とができる。
Next, as a third step, when the concrete C is cured and solidified, the pressurized fluid L flows out from the protruding portion 7b to deflate the protruding portion 7b, so that the formed mounting hole 2a is removed. The protrusion 7b is pulled out, and the concrete molded product A is released from the mold 1 (see FIG. 9). The protrusion 7b of the male body 7 is a concrete molded product A
Collapses behind the opening 2a 1 facing the bonding surface 2b of the constricted portion k becomes continuous設個office opening 2a 1 with respect to the mounting hole 2a formed in the large diameter, narrower than the gap l between the k since, in the case of forming the mounting hole 2a of the tapered-off of a large diameter at the back of the opening 2a 1 of the concrete moldings a, in the normal male body 7
Even when it is difficult to remove the protruding portion 7b from the mounting hole 2a, a strong tensile force is forcibly applied to the protruding portion 7b of the male body 7 at the time of release, as shown in FIG. The protruding portion 7b can be smoothly removed from 2a, and the release operation of the concrete molded product A can be performed quickly and reliably.

【0022】また、円錐状の位置規制突起7dは、抜取
方向イに一致して突状部7bの頂部に形成されるので、
突状部7bが萎んだ時に取付穴2aや開口部2a1 に引
っ掛かることなく突状部7bの抜取は円滑に行なえる。
しかも、抜取時に無理な強い引張力が突状部7bに加わ
らずに済むので、コンクリート成形品Aの成形に際して
雄型本体7に対する使用回数が多くなっても機械的疲労
やストレスにより雄型本体7の突状部7bが破断した
り、亀裂が生ずる等の劣化がなくなる。このため、コン
クリート成形品Aを成形する場合に、コンクリートCの
打設工程、養生・固化工程、離型工程等の一連の成形工
程を通じて雄型本体7は、機械的疲労が少なく構造的に
堅牢になり、繰り返し使用する場合にも耐用年数が長く
なり、長命化がはかれる。
Further, since the conical position regulating projection 7d is formed on the top of the protruding portion 7b in accordance with the extracting direction A,
Protrusion 7b is sampling is smoothly performed in the protrusion 7b without being caught in the mounting hole 2a and the opening 2a 1 when deflated.
Moreover, since an excessively strong tensile force does not need to be applied to the protruding portion 7b at the time of removal, even when the male molded body 7 is frequently used in molding the concrete molded product A, the male molded body 7 may be mechanically fatigued or stressed. No degradation such as breakage or cracking of the protruding portion 7b is eliminated. For this reason, when molding the concrete molded product A, the male mold body 7 has a low mechanical fatigue and is structurally robust through a series of molding steps such as a concrete C placing step, a curing / solidifying step, and a releasing step. , The service life is extended even when used repeatedly, and the life is extended.

【0023】また雄型本体7の前板5と後板6に対する
型枠1,1への取付けは、型枠構成基板8に対してその
内側(図1および図2において上面)に、雄型本体7の
長手方向Iに交叉して対向方向または離反方向に摺動可
能に分割して重合される所望複数枚、図1および図2で
は抜型本体7に対して3枚づつ、合計6枚の内部型枠構
成板9′a,9′b,9′c;9a,9b,9cにて雄
型本体7の取付基体部7aを挟持するとともにこの内部
型枠構成板9′a,9′b,9′c;9a,9b,9c
のうち所定数段目、2段目に位置する内部型枠構成板
9′b,9bの内端縁9′b1 ,9b1 を雄型本体7の
取付基体部7aの左右両側に設けた係合手段としての係
合凹部7a1 ,7a1 内に係止することにより雄型本体
7を型枠1の内側に突設するように取付ける。
The male body 7 is attached to the front and rear plates 5 and 6 on the molds 1 and 1 by mounting the male body 7 on the inside (upper surface in FIGS. Desired plural sheets which are slidably divided in an opposing direction or a separating direction so as to intersect in the longitudinal direction I of the main body 7 and are superimposed, and in FIG. 1 and FIG. 9a, 9b and 9c hold the mounting base 7a of the male mold body 7 between the internal formwork plates 9'a, 9'b and 9'c; , 9'c; 9a, 9b, 9c
Number stage given of the internal formwork construction plate 9'b located the second stage, provided inner edge 9'b 1, 9b 1 and 9b on the left and right sides of the mounting base portion 7a of the male body 7 The male main body 7 is mounted so as to protrude inside the mold 1 by being locked in the engagement recesses 7a 1 , 7a 1 as the engagement means.

【0024】このため、図11に示すように接着剤cを
用いて雄型本体aを型枠bの内側面に接着するか、また
は図13に示すように型枠bに植設したボルトdにナッ
トeを螺合することにより雄型本体aを型枠bの内側に
固定した従来の雄型本体aのように、雄型本体7と型枠
1との間に間隙を生じないので、この間隙内に養生、固
化後のコンクリートかすが入り込むことがない。従って
コンクリート成形品Aに高精度の取付穴2aを形成する
ことができるとともにコンクリート成形品Aは表面が綺
麗な仕上がりになり、高精度の形状、寸法にして高品質
に成形することができる。
For this reason, the male body a is bonded to the inner surface of the mold b by using an adhesive c as shown in FIG. 11, or a bolt d is implanted in the mold b as shown in FIG. As in the conventional male main body a in which the male main body a is fixed to the inside of the mold frame b by screwing the nut e to the male main body a, there is no gap between the male main body 7 and the mold frame 1. The concrete residue after curing and solidification does not enter the gap. Accordingly, the mounting hole 2a with high precision can be formed in the concrete molded product A, and the surface of the concrete molded product A has a beautiful finish.

【0025】また型枠1の使用回数が多くなって雄型本
体7が磨耗したり、亀裂を生じて古くなって新しいもの
と交換を必要とする場合には、外側に配置される型枠構
成基板8に対して複数枚の内部型枠構成板9′a,9′
b,9′c;9a,9b,9cを左右に離反するように
摺動させることにより雄型本体7の取付基体部7aに対
する内部型枠構成板9′a,9′b,9′c;9a,9
b,9cの挟持を解放するとともに所定数段目、図1お
よび図2に示すように2段目に位置する内部型枠構成板
9′b,9bの内端縁9′b1 ,9b1 を係合手段とし
ての係合凹部7a1 ,7a1 から抜き出してその係合を
解除することができる。こうして使用回数が多くなって
古くなったり、亀裂を生ずる雄型本体7を型枠1から取
外すことができる。
When the form 1 is used many times and the male body 7 is worn or cracked and becomes old and needs to be replaced with a new one, the form structure arranged outside is used. A plurality of internal mold forming plates 9'a, 9 '
b, 9'c; 9a, 9b, 9c are slid so as to be separated from each other to the left and right, so that the inner frame forming plates 9'a, 9'b, 9'c with respect to the mounting base portion 7a of the male main body 7; 9a, 9
b, a predetermined number of stage with releasing the holding of 9c, internal formwork construction plate 9'b located at the second stage as shown in FIGS. 1 and 2, the inner edge of 9b 9'b 1, 9b 1 Can be pulled out from the engagement recesses 7a 1 , 7a 1 as the engagement means to release the engagement. In this way, the male main body 7 that is used many times and becomes old or cracks can be removed from the mold 1.

【0026】新しい雄型本体7を型枠1に取付けるのに
は、所望数枚の内部型枠構成板9′a,9′b,9′
c;9a,9c,9cを対向方向に型枠構成基板8に対
して摺動するだけの簡単な取扱操作により雄型本体7の
取付基体部7aを挟持するとともに所定数段目に位置す
る内部型枠構成板9′b,9bの内端縁9′b1 ,9b
1 を係合手段としての係合凹部7a1 ,7a1 内に係止
することにより雄型本体7を型枠1の内側に取付けるこ
とができる。このようにして新しい雄型本体7の交換作
業を終える。
For mounting the new male body 7 on the mold 1
Are the desired number of internal formwork plates 9'a, 9'b, 9 '
c; 9a, 9c, 9c are opposed to the frame forming substrate 8 in the facing direction.
The male body 7 can be
Holds the mounting base 7a and is positioned at a predetermined number of steps.
Inner edge 9'b of the internal form forming plate 9'b, 9b1, 9b
1Recess 7a as an engagement means1, 7a1Locked in
By attaching the male body 7 to the inside of the mold 1
Can be. In this way, the replacement work of the new male body 7
Finish the business.

【0027】前記第実施例においては、雄型本体7を型
枠1に取付けるために、雄型本体7の取付基体部7aの
左右の両側には係合手段として係合凹部7a1 ,7a1
を形成し、この係合凹部7a1 ,7a1 内に型枠構成基
板8上を摺動可能になる対向する内部型枠構成板9′
b,9bの内端縁9′b1 ,9b1 を係合するようにし
て取付けている。しかし、係合手段としては上記実施例
とは反対に雄型本体7の取付基体部7aの左右の両側に
係合凸部を形成し、該係合凸部は対向する所望複数枚の
内部型枠構成板9′b,9b以外の上下に配置される内
部構成板9′a,9a;9′c,9cの内端縁9′
1 ,9a1 ;9′c1 ,9c1 に対して凹設される係
合凹部内に係合可能に収容されるようにして雄型本体7
を型枠1に取付けることもできる。
In the first embodiment, in order to attach the male body 7 to the mold 1, the engaging recesses 7a 1 , 7a 1 are provided on both left and right sides of the mounting base 7a of the male body 7 as engaging means.
Are formed in the engaging concave portions 7a 1 , 7a 1 so as to be slidable on the mold forming substrate 8 in opposition to the internal forming plate 9 ′.
b, it is mounted to the inner edge 9'b 1, 9b 1 and 9b to be engaged. However, as the engaging means, opposite to the above embodiment, engaging convex portions are formed on both left and right sides of the mounting base portion 7a of the male main body 7, and the engaging convex portions are formed by a plurality of opposing internal molds. Inner edge 9 'of internal component plates 9'a, 9a; 9'c, 9c, which are arranged above and below other than frame component plates 9'b, 9b
a 1 , 9a 1 ; 9'c 1 , 9c 1 so that the male body 7 can be engaged and received in an engagement recess formed in the recess.
Can be attached to the mold 1.

【0028】なお上記各実施例では、型枠構成基板8に
対して摺動可能になる内部型枠構成板9′a,9′b,
9′c;9a,9b,9cは左右3枚づつ、合計6枚を
使用しているが、その増減変更は自由である。
In each of the above-described embodiments, the internal form forming plates 9'a, 9'b,
9'c; 9a, 9b, and 9c use a total of six sheets, three on each of the left and right sides, but they can be freely increased or decreased.

【0029】さらには上記実施例では雄型本体7はコン
クリート成形品Aとして側溝2を成形する場合につき説
明しているが、この型枠1は側溝2を成形する場合に限
らず、成形すべきコンクリート成形品AがU形溝、ボッ
クス・カルバート、下水管等の地下埋設構造物やトンネ
ル、擁壁等の地上構造物としての土木資材や外壁パネ
ル、内壁パネル、天井パネル、床パネル、スラブ板等に
弾性シール材を取付けるための取付穴を成形する場合に
も本発明は適用することができる。また雄型本体7は取
付穴を成形する場合に限るものではなく、しかもその形
状は図示するものに限らない。
Further, in the above embodiment, the case where the male mold body 7 forms the side groove 2 as the concrete molded product A has been described. However, the form 1 is not limited to the case where the side groove 2 is formed, but should be formed. Concrete molded product A is U-shaped ditch, box culvert, underground buried structure such as sewer pipe, civil engineering material as outer structure such as tunnel, retaining wall, outer wall panel, inner wall panel, ceiling panel, floor panel, slab board The present invention can also be applied to a case in which a mounting hole for mounting an elastic sealing material is formed in the above manner. The male body 7 is not limited to the case where the mounting hole is formed, and the shape is not limited to the illustrated one.

【0030】[0030]

【発明の効果】以上のように本発明は、雄成形型がゴム
等の弾性材により形成され、型枠内の所望位置に取付け
られる雄型本体と、該雄型本体の先端に形成されコンク
リートの打設時には加圧流体が膨らまされ、コンクリー
ト成形品におけるコンクリートの養生、固化時には加圧
流体を所望量流出して減圧されるとともにコンクリート
の成形品の離型時には加圧流体を流出して萎ませられる
中空状をなす突状部とから形成されるので、型枠の内側
に取付けられる雄型本体の取付姿勢に偏りを生ずること
なく、しかも雄型本体の弾性復元性が使用回数を増して
も衰えることなく確実になって機械的疲労が少なく、長
命化がはかれ、保守、管理も容易になる。そして高精度
の取付穴を有する綺麗な表面のコンクリート成形品を多
くの時間を要することなく効率的に成形することがで
き、製作コストは安価になる。
As described above, according to the present invention, a male mold is formed of an elastic material such as rubber, and is mounted on a desired position in a mold frame. When the concrete is cast, the pressurized fluid expands, and when the concrete is cured and solidified, the desired amount of pressurized fluid flows out and the pressure is reduced, and when the concrete molded product is released, the pressurized fluid flows out and shrinks. Since it is formed from a hollow protruding part that is formed, the mounting posture of the male body attached to the inside of the mold is not biased, and the elastic recovery of the male body increases the number of uses. Also, it is ensured without deterioration, the mechanical fatigue is reduced, the life is extended, and the maintenance and management become easy. In addition, a concrete molded product having a clean surface having high-precision mounting holes can be efficiently molded without requiring much time, and the production cost is reduced.

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

【図1】本発明のコンクリート成形品の雄成形型の一実
施例を示す拡大断面図である。
FIG. 1 is an enlarged sectional view showing one embodiment of a male mold for a concrete molded product of the present invention.

【図2】同じく本実施例の雄成形型を型枠構成基板に対
して取付前の状態を示す拡大断面図である。
FIG. 2 is an enlarged cross-sectional view showing a state before the male mold according to the present embodiment is attached to a mold forming substrate.

【図3】本実施例で使用する型枠の一例を示す分解斜視
図である。
FIG. 3 is an exploded perspective view illustrating an example of a mold used in the present embodiment.

【図4】同じく雄成形型により成形されるコンクリート
成形品の一例を示す斜視図である。
FIG. 4 is a perspective view showing an example of a concrete molded product similarly molded by a male mold.

【図5】同じくコンクリート成形品に形成した取付穴内
にシール材を挿入してコンクリート成形品相互を接合す
る状態を示す拡大斜視図である。
FIG. 5 is an enlarged perspective view showing a state in which a sealing material is inserted into a mounting hole formed in the concrete molded product and the concrete molded products are joined to each other.

【図6】同じく本実施例の雄成形型を用いてコンクリー
ト成形品を成形する場合のコンクリートの打設工程を示
す説明的な拡大断面図である。
FIG. 6 is an explanatory enlarged cross-sectional view showing a concrete placing process when a concrete molded product is molded using the male mold of the present embodiment.

【図7】同じくコンクリート成形品を成形する場合の成
形工程ならびに養生、固化工程を示す説明的な拡大断面
図である。
FIG. 7 is an explanatory enlarged cross-sectional view showing a molding step, a curing step, and a solidifying step when a concrete molded article is molded.

【図8】同じくコンクリート製品の養生、固化時を示す
説明的な拡大断面図である。
FIG. 8 is an explanatory enlarged cross-sectional view showing a state in which the concrete product is cured and solidified.

【図9】同じく取付穴から萎ませた突状物を抜き取るコ
ンクリート成形品の離型工程を示す説明的な拡大断面図
である。
FIG. 9 is an explanatory enlarged cross-sectional view showing a mold release process of a concrete molded product for extracting a deflated protrusion from the mounting hole.

【図10】同じく完成されたコンクリート成形品を示す
説明的な拡大断面図である。
FIG. 10 is an explanatory enlarged sectional view showing the completed concrete molded product.

【図11】従来の雄成形型の一例を示す拡大断面図であ
る。
FIG. 11 is an enlarged sectional view showing an example of a conventional male mold.

【図12】同じく雄成形型を使用して取付穴を成形した
コンクリート成形品を示す拡大断面図である。
FIG. 12 is an enlarged sectional view showing a concrete molded product in which a mounting hole is formed using a male mold.

【図13】従来の雄成形型の他例を示す拡大断面図であ
る。
FIG. 13 is an enlarged sectional view showing another example of the conventional male mold.

【符号の説明】 1 型枠 2 側溝 2a 取付穴 2a1 開口部 2b 接合面 7 雄型本体 7a 取付基体部 7a1 係合凹部 7b 突状部 7b1 中空部 7c 流通路 7d 位置規制突起 8 型枠構成基板 A コンクリート成形品 C コンクリート I 長手方向 L 加圧流体[Description of Signs] 1 Formwork 2 Side groove 2a Mounting hole 2a 1 Opening 2b Joining surface 7 Male main body 7a Mounting base 7a 1 Engaging recess 7b Projecting portion 7b 1 Hollow portion 7c Flow path 7d Position regulating protrusion 8 type Frame component board A Concrete molded product C Concrete I Longitudinal direction L Pressurized fluid

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 型枠の内側の所望位置にゴム等の弾性材
により形成される雄型本体を取付け、型枠に対するコン
クリートの打設時には型本体の先端に設けた中空状の突
状部内に加圧流体を流入して該突状部を所望形状に膨ら
ませることによりコンクリート成形品に取付穴を成形す
る工程と、コンクリートを打設した後には前記突状部か
ら加圧流体を所望量流出させて減圧した状態でコンクリ
ート成形品を養生、固化させる工程と、離型時には前記
突状部から加圧流体を流出して突状部を萎ませることに
より取付穴から突状部を抜き取ってコンクリート成形品
を離型する工程とから成るコンクリート成形品の取付穴
の形成方法。
A male body formed of an elastic material such as rubber is attached to a desired position inside a mold, and when a concrete is poured into the mold, a hollow projecting portion provided at a tip of the mold body is provided. A step of forming a mounting hole in a concrete molded product by injecting a pressurized fluid and inflating the projecting portion into a desired shape; and after pouring concrete, a desired amount of the pressurized fluid flows out of the projecting portion. Curing and solidifying the concrete molded product in a reduced pressure state, and releasing the protruding portion from the mounting hole by releasing the pressurized fluid from the protruding portion and depressing the protruding portion at the time of release from the concrete. Forming a mounting hole in a concrete molded product, comprising the step of releasing the molded product.
【請求項2】 型枠内に取付けられる先窄まりの雄の取
付基体部の先端に形成される径大の中空状の突状部内に
加圧流体を流通路を介して流入させることによりコンク
リートの打設時に加圧により突状部を膨らませてコンク
リート成形品に取付穴を成形し、離型時には加圧流体を
突状部から流出して突状部を取付基体部の先端幅よりも
萎ませて取付穴から突状部を軸長方向に抜き取って離型
することを特徴とする請求項1に記載のコンクリート成
形品の取付穴の形成方法。
2. A concrete by flowing a pressurized fluid through a flow passage into a large-diameter hollow protruding portion formed at the tip of a tapered male mounting base portion mounted in a formwork. At the time of casting, the protrusion is expanded by pressurization to form a mounting hole in the concrete molded product, and at the time of release, the pressurized fluid flows out from the protrusion and the protrusion is shrunken from the tip width of the mounting base. 2. The method for forming a mounting hole in a concrete molded product according to claim 1, wherein the protrusion is pulled out from the mounting hole in the axial direction and released.
【請求項3】 ゴム等の弾性材により形成され、型枠内
の所望位置に取付けられる雄型本体と、該雄型本体の先
端に形成されコンクリートの打設時には加圧流体が流入
されて膨らまされ、コンクリート成形品におけるコンク
リートの養生、固化時には加圧流体を所望量流出し減圧
されるとともにコンクリート成形品の離型時には加圧流
体を流出して萎ませられる中空状をなす突状部とからな
ることを特徴とするコンクリート成形品の雄成形型。
3. A male body formed of an elastic material such as rubber and mounted at a desired position in a mold, and a pressurized fluid is formed at the tip of the male body and flows in when concrete is poured in to expand the concrete body. When the concrete is cured or hardened in the concrete molded product, a desired amount of pressurized fluid flows out and the pressure is reduced. A male mold for a concrete molded product, characterized in that:
【請求項4】 前記雄型本体は、型枠に取付けられる先
窄まりの取付基体部と、該取付基体部の先端に形成され
加圧流体を流入または流出することにより伸縮可能にな
る径大の中空状の突状部とから形成され、雄型本体の内
部には前記突状部内に連通され、加圧流体が流入される
か流出される流通路が設けられることを特徴とする請求
項3に記載のコンクリート成形品の雄成形型。
4. The male main body has a tapered mounting base portion mounted on a mold, and a large diameter formed at the tip of the mounting base portion and capable of expanding and contracting by flowing in or out of a pressurized fluid. And a flow passage through which the pressurized fluid flows in or out, which is formed in the male body and communicates with the inside of the protrusion. 4. A male mold of the concrete molded product according to 3.
【請求項5】 前記突状部の頂部には位置規制突起が設
けられ、該位置規制突起はコンクリート形成品の離型時
における雄型本体の抜取方向に一致して設けられること
を特徴とする請求項3に記載のコンクリート成形品の雄
成形型。
5. A position restricting projection is provided on a top of the projecting portion, and the position restricting protrusion is provided so as to coincide with a pulling-out direction of the male mold body when the concrete-formed product is released from the mold. A male mold for the concrete molded product according to claim 3.
【請求項6】 前記突状部は外形状が断面略円形、断面
略楕円形、断面略三角形の何れかをなし、該突状部の内
部には拡大可能または縮小可能な中空部が形成されるこ
とを特徴とする請求項3または請求項4の何れかに記載
のコンクリート成形品の雄成形型。
6. The protruding portion has an outer shape of any one of a substantially circular cross section, a substantially elliptical cross section, and a substantially triangular cross section, and a hollow portion that can be enlarged or reduced is formed inside the protruding portion. The male molding die for a concrete molded product according to claim 3, wherein
【請求項7】 前記加圧流体は、空気または気体の何れ
か、または水、油の液体の何れかであることを特徴とす
る請求項3または請求項4の何れかに記載のコンクリー
ト成形品の雄成形型。
7. The concrete molded product according to claim 3, wherein the pressurized fluid is one of air and gas, or one of water and oil. Male mold.
JP17771998A 1998-06-24 1998-06-24 Method for forming fitting hole of concrete molded article and male mold Pending JP2000006127A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17771998A JP2000006127A (en) 1998-06-24 1998-06-24 Method for forming fitting hole of concrete molded article and male mold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17771998A JP2000006127A (en) 1998-06-24 1998-06-24 Method for forming fitting hole of concrete molded article and male mold

Publications (1)

Publication Number Publication Date
JP2000006127A true JP2000006127A (en) 2000-01-11

Family

ID=16035923

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17771998A Pending JP2000006127A (en) 1998-06-24 1998-06-24 Method for forming fitting hole of concrete molded article and male mold

Country Status (1)

Country Link
JP (1) JP2000006127A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009101611A (en) * 2007-10-24 2009-05-14 Maezawa Ind Inc Molding machine of molding plate, and manufacturing process of molding plate
CN112045827A (en) * 2020-09-20 2020-12-08 陈锐 Dovetail groove back mold core for preventing ceramic tile from being sintered and penetrating bottom and manufactured ceramic tile

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009101611A (en) * 2007-10-24 2009-05-14 Maezawa Ind Inc Molding machine of molding plate, and manufacturing process of molding plate
CN112045827A (en) * 2020-09-20 2020-12-08 陈锐 Dovetail groove back mold core for preventing ceramic tile from being sintered and penetrating bottom and manufactured ceramic tile

Similar Documents

Publication Publication Date Title
US10890001B2 (en) Formwork panel for concrete-work shutterings
WO1997045601A1 (en) Method of joining concrete members, joined construction and molding die
CN111501960B (en) Prefabricated installation construction method of gap type drainage ditch based on PVC pipe inner sleeve air bag core mold
JP3197235B2 (en) Construction method of concrete structure using precast embedded formwork
JP2000006127A (en) Method for forming fitting hole of concrete molded article and male mold
JP3439436B2 (en) Raising method of concrete frame
KR101547339B1 (en) Manufacturing method for plastering panel and panel
CN101970775B (en) Multi-part tube and method of assembly
JP3396851B2 (en) Jointing method and groove forming form of reverse-casting concrete and jointing part partition plate
JP3042951U (en) Male product mounting structure for concrete products
JP3228014B2 (en) Medium size for forming square holes in concrete moldings
KR101915184B1 (en) Cross line forming member of concrete structure
KR102506180B1 (en) Precast culverts with shear key holes
JPH10292624A (en) Rugged pattern with three-dimensional curve, three-dimensional decorative concrete form with holding device embedded to hold concrete side pressure, and forming method thereof
JP4601081B1 (en) Formwork spacing holder, corrugated formwork and concrete structure
KR101915181B1 (en) Construction method of concrete structure
KR101878437B1 (en) Form mold for inverter-type manhole
JP4453370B2 (en) Precast concrete member manufacturing method and precast concrete member joining method
CN116905816A (en) Modularized steel mould for micro-drop plate construction and micro-drop plate construction method
JPH04153005A (en) Manufacture of precast concrete beam
JP3043843U (en) Concrete product forming die with male die made of elastic material
JPH07173929A (en) Formwork for concrete
JP2005053071A (en) Manufacturing method of concrete product and concrete product manufacturing mold
JPH0791053A (en) Recess forming molding body and recess forming method
JPH0716811A (en) T-retaining wall block molding method and molding form therefor

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20050414

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20080424

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20080430

A02 Decision of refusal

Effective date: 20080902

Free format text: JAPANESE INTERMEDIATE CODE: A02