JPH0355208A - Molding apparatus for concrete article - Google Patents

Molding apparatus for concrete article

Info

Publication number
JPH0355208A
JPH0355208A JP19181689A JP19181689A JPH0355208A JP H0355208 A JPH0355208 A JP H0355208A JP 19181689 A JP19181689 A JP 19181689A JP 19181689 A JP19181689 A JP 19181689A JP H0355208 A JPH0355208 A JP H0355208A
Authority
JP
Japan
Prior art keywords
bolt
diameter
holder
mounting hole
attaching hole
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
Application number
JP19181689A
Other languages
Japanese (ja)
Other versions
JPH07118974B2 (en
Inventor
Masami Nyuraiin
入来院 正己
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP19181689A priority Critical patent/JPH07118974B2/en
Publication of JPH0355208A publication Critical patent/JPH0355208A/en
Publication of JPH07118974B2 publication Critical patent/JPH07118974B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Sewage (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Abstract

PURPOSE:To enable a supporter to be extracted smoothly from a buried member by making the value, in which the diameter of a bolt is added to the minimum transfer distance of the supporter for extracting the supporter from the buried member, the rotatary degree of a mold frame board for allowing the minimum transfer distance, and relative displacement degree between an attaching hole and bolt, into a minimum diameter of the attaching hole. CONSTITUTION:A mold frame board 2 having an attaching hole 4 is supported rotatably with respect to another mold frame board 1, and the sum of relative displacement degree between the attaching hole 4 and bolt 5 which is determined by the minimum transfer distance of a supporter 7 for extracting the supporter from a buried member 8 embedded in hardened concrete 17, the rotatary degree of a mold frame board 2 for allowing the minimum distance, and the rotatary center position of the mold frame board 2, and the diameter of the bolt 5 is made into a minimum diameter of the attaching hole 4. Accordingly, relative rotating displacement of the bolt with respect to the attaching hole 4 is absorbed by the set diameter of the attaching hole 4. Whereby, without interfering the attaching hole 4 and bolt 5 with each other, the supporter 7 can be extracted from the buried member 8 even in the rotating mechanism of the mold frame board 2.

Description

【発明の詳細な説明】 [産業上の利用分野〕 本発明はコンクリート製品に水抜き孔を形威するための
埋設部材、コンクリ−1・製品吊り上げ用孔を形或する
ための埋設部材及びインサー}1をコンクリート内に埋
設してコンクリー1・製品を成形する装置に関するもの
である。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a buried member for forming a drainage hole in a concrete product, a buried member for forming a hole for lifting a concrete product, and an insert. } 1 in concrete to form concrete 1/products.

[従来の技術] この種の装置の一例が実開昭56−115210号公報
に開示されている。この従来装置では型枠板に貫設され
た装着孔に挿通されるボルトの先端側に円柱状のゴム体
が取付けられており、型枠板を挟んで反対側からナット
で締付けることによって円柱状のゴム体が膨脹変形する
。円柱状のゴム体には埋設用バイブが内径支持されてお
り、ゴム体の膨脹変形によって埋設用パイプがゴム体に
よって強固に接合支持される。これによりコンクリート
打設の際にも埋設用パイプは所定位置に確固として保持
され、コンクリート製品内の所定位置に埋設用パイプが
正確に埋設される。
[Prior Art] An example of this type of device is disclosed in Japanese Utility Model Application Publication No. 115210/1983. In this conventional device, a cylindrical rubber body is attached to the tip of a bolt that is inserted into a mounting hole penetrated through the formwork plate, and by tightening a nut from the opposite side across the formwork plate, the cylindrical The rubber body expands and deforms. An embedding vibrator is supported on the inner diameter of the cylindrical rubber body, and the embedding pipe is firmly connected and supported by the rubber body as the rubber body expands and deforms. As a result, the buried pipe is firmly held in a predetermined position even during concrete pouring, and the buried pipe is accurately buried in a predetermined position within the concrete product.

[発明が解決しようとする課題] しかしながら、この従来装置では装着孔の径とボルトの
径とが略同一であり、ボルトを装着した型枠板を外すに
は型枠板を平行移動しなければならないが、このような
取り外し構戒では型枠組みのための構戒が複雑となり、
しかも型枠組み及び取り外しのいずれも面倒な作業とな
る。
[Problems to be Solved by the Invention] However, in this conventional device, the diameter of the mounting hole and the diameter of the bolt are approximately the same, and in order to remove the formwork plate to which the bolt is attached, the formwork plate must be moved in parallel. However, in such a removal structure, the structure for the mold framework becomes complicated,
Moreover, both forming and removing the formwork are troublesome work.

本発明は、コンクリート製品成形用の型枠に貫設された
装着孔に挿通されるボルトの先端側に弾性体からなる保
持体を取付けると共に、ボルトに螺着されるナットの締
付によって膨脹変形する保持体によって筒状の埋設部材
を内径支持するようにしたコンクリート製品成形装置を
対象として型枠組み及び取り外しのいずれも簡単に行い
得るコンクリート製品成形装置を提供することを目的と
するものである。
The present invention involves attaching a holder made of an elastic body to the tip side of a bolt that is inserted into a mounting hole penetrated through a formwork for forming concrete products, and expanding and deforming the bolt by tightening a nut screwed onto the bolt. The object of the present invention is to provide a concrete product forming apparatus which can easily perform both the formwork and removal, with the object being a concrete product forming apparatus in which a cylindrical buried member is supported on the inner diameter by a holder.

し課題を解決するための手段〕 そのために本発明では、前記装着孔を貫設した型枠板を
他の型枠板に対して回動可能に支持し、固化したコンク
リート内に埋設された埋設部材から保持体を抜き取るた
めの保持体の最小移動距離と、これを許容する型枠板の
回動量と、型枠板の回動中心位置とから決定される装着
孔とボルトとの間の相対変位量にボルトの径を付加した
値を装着孔の最小限の径とした。
[Means for Solving the Problems] To this end, in the present invention, the formwork plate having the installation hole penetrated therein is rotatably supported with respect to other formwork plates, and the formwork plate embedded in the solidified concrete is The relative relationship between the mounting hole and the bolt determined from the minimum travel distance of the holder to remove the holder from the member, the amount of rotation of the formwork plate that allows this, and the center of rotation of the formwork plate. The value obtained by adding the diameter of the bolt to the amount of displacement was taken as the minimum diameter of the mounting hole.

[作用] 装着孔の径を少なくとも前記相対変位量とボルトの径と
の和とすることによって、筒状の埋設部材から保持体を
抜き取っている最中のボルトはその軸線上を移動するの
みであり、型枠板の回動中心に対する距離は不変である
。従って、装着孔がボルト径程度しかないとすると回動
中心を中心として回動しようとする装着孔の内径とボル
トとが干渉し、型枠板が回動できなくなる。即ち、筒状
の埋設部材から保持体を抜き取ることができないが、装
着孔の径を前記相対変位量とボルト径との和以上とする
ことによって装着孔に対するボルトの相対的な回動変位
が装着孔の前記設定径によって吸収される。従って、装
着孔とボルトとが干渉することはなく、型枠板の回動構
戒においても埋設部材から保持体を抜き取ることができ
る。
[Function] By setting the diameter of the mounting hole to at least the sum of the relative displacement amount and the diameter of the bolt, the bolt can only move along its axis while the holder is being removed from the cylindrical buried member. The distance from the center of rotation of the formwork plate remains unchanged. Therefore, if the mounting hole is only about the diameter of a bolt, the bolt will interfere with the inner diameter of the mounting hole that is about to rotate about the rotation center, making it impossible for the form plate to rotate. That is, although it is not possible to remove the holder from the cylindrical buried member, by making the diameter of the mounting hole larger than the sum of the relative displacement amount and the bolt diameter, the relative rotational displacement of the bolt with respect to the mounting hole can be adjusted. It is absorbed by the predetermined diameter of the hole. Therefore, there is no interference between the mounting holes and the bolts, and the holder can be removed from the buried member even when the form plate is rotated.

し実施例] 以下、本発明をU字溝用の成形装置に具体化した一実施
例を第1〜5図に基づいて説明する。
Embodiment] Hereinafter, an embodiment in which the present invention is embodied in a forming apparatus for a U-shaped groove will be described based on FIGS. 1 to 5.

1は内側の型枠板、2は外側の型枠板であり、型枠板2
は型枠板1に対して蝶番3を介して回動可能に連結され
ている。型枠板2は型枠組立て状態では型枠板lの水平
部1aに対して直角をなし、蝶番3の軸3aは型枠板2
よりも内側に位置するようになっている。
1 is an inner formwork board, 2 is an outer formwork board, and formwork board 2
is rotatably connected to the form plate 1 via a hinge 3. The formwork plate 2 is perpendicular to the horizontal part 1a of the formwork plate l when the formwork is assembled, and the axis 3a of the hinge 3 is aligned with the formwork plate 2.
It is now located on the inside.

型枠板2には装着孔4が貫設されており、装着孔4には
ボルト5が挿通される。装着孔4は大径部4aとその下
縁に凹設された半円弧状の位置決め凹部4bとからなり
、ボルト5は位置決め凹部4bに位置規制される。位置
決め凹部4bの半径はボルト5の半径と略同一に設定さ
れており、ボルト5は位置決め凹部4bにぴったりと嵌
合し、ボルト5が位置決め凹部4bからずれることばな
い.ボルト5の先端には押さえ円板6が止着されており
、内側にはゴム製の保持体7が取り外し可能にボルト5
によって挿通支持されている。保持体7の内径はボルト
5の径よりも若干大きく、外径は押さえ円板6よりも若
干大きく設定されている。
A mounting hole 4 is provided through the form plate 2, and a bolt 5 is inserted into the mounting hole 4. The mounting hole 4 includes a large diameter portion 4a and a semicircular positioning recess 4b formed in the lower edge of the large diameter portion 4a, and the position of the bolt 5 is regulated by the positioning recess 4b. The radius of the positioning recess 4b is set to be substantially the same as the radius of the bolt 5, and the bolt 5 fits snugly into the positioning recess 4b, so that the bolt 5 does not shift from the positioning recess 4b. A presser disk 6 is fixed to the tip of the bolt 5, and a rubber holder 7 is removably attached to the inside of the bolt 5.
It is inserted and supported by. The inner diameter of the holding body 7 is set to be slightly larger than the diameter of the bolt 5, and the outer diameter is set to be slightly larger than the holding disc 6.

8は合戒樹脂製の埋設部材であり、外側筒体8Aと内側
筒体8Bとを嵌合連結して構戒されている。外側筒体8
Aは閉塞端壁8aを有する小径部8bと大径部8Cとか
らなり、内側筒体8Bは大径部8Cに嵌合される。内側
筒体8Bの外周にはフランジ部8dが設けられており、
埋設部材8の最小長さがフランジ部8dによって規定さ
れる。
Reference numeral 8 denotes an embedded member made of resin, which is constructed by fitting and connecting an outer cylinder 8A and an inner cylinder 8B. Outer cylinder body 8
A consists of a small diameter part 8b having a closed end wall 8a and a large diameter part 8C, and the inner cylinder 8B is fitted into the large diameter part 8C. A flange portion 8d is provided on the outer periphery of the inner cylinder 8B,
The minimum length of the buried member 8 is defined by the flange portion 8d.

内側筒体8Bの内径は保持体7の外径よりも若干大きく
設定されており、埋設部材8は保持体7による内側筒体
8Bの内径支持によって保持される。
The inner diameter of the inner cylindrical body 8B is set to be slightly larger than the outer diameter of the holder 7, and the embedded member 8 is held by the holder 7 supporting the inner diameter of the inner cylindrical body 8B.

保持体7による埋設部材8の支持は次のように行われる
。保持体7が型枠板2の内側に位置するように装着孔4
にボルト5を挿通した後に型枠板2の外側にスベーサ9
を通し、ボルト5にナント10を螺着する。そして、保
持体7に埋設部材8を嵌め込むと共に、装着孔4の位置
決め凹部4bにボルト5を位置決めした後にナットlO
を締付ければ保持体7が型枠板2の内面に押し付けられ
、保持体7が膨脹変形する。この膨脹変形する保持体7
が埋設部材8の内側筒体8Bの内周に圧接し、埋設部材
8が保持体7に確固に支持される。保持体7に埋設部材
8を取り付けた後、外側筒体8Aを内側筒体8Bに対し
て適宜スライドさせて埋設部材8の長さを型枠板lの垂
立部と型枠板2との組立て間隔以上にしておき、型枠板
2を回動して組立てれば埋設部材8の長さが組立て間隔
に一敗する。
The embedded member 8 is supported by the holder 7 as follows. The mounting holes 4 are arranged so that the holder 7 is located inside the formwork plate 2.
After inserting bolts 5 into
, and screw the nant 10 onto the bolt 5. Then, after fitting the embedded member 8 into the holding body 7 and positioning the bolt 5 in the positioning recess 4b of the mounting hole 4, the nut lO
When tightened, the holder 7 is pressed against the inner surface of the form plate 2, and the holder 7 is expanded and deformed. This expanding and deforming holding body 7
is pressed against the inner periphery of the inner cylindrical body 8B of the buried member 8, and the buried member 8 is firmly supported by the holder 7. After attaching the embedded member 8 to the holder 7, the outer cylindrical body 8A is appropriately slid relative to the inner cylindrical body 8B to adjust the length of the embedded member 8 between the vertical part of the form plate l and the form plate 2. If the length of the embedded member 8 is set equal to or longer than the assembly interval and the form plate 2 is rotated and assembled, the length of the buried member 8 will be equal to the assembly interval.

組み立てられた型枠板1.2の間に打設されたコンクリ
ートが固化した後、埋設部材8から保持体7を抜き取る
には第4図に示すようにナット10を緩め、第5図に示
すように型枠板2を回動して保持体7を引き出し得る状
態にしなければならない。第5図に示すように型枠板2
を回動するには装着孔4の径、第3図の状態から保持体
7を抜き出し得るに必要な保持体7の最小移動距離、こ
の移動に対応する型枠板2の回動量、及び型枠板2の回
動中心Cの位置の間に一定の関係がなければならない。
After the concrete poured between the assembled formwork plates 1.2 has hardened, to remove the holder 7 from the buried member 8, loosen the nut 10 as shown in FIG. 4, and then loosen the nut 10 as shown in FIG. The form plate 2 must be rotated in such a manner that the holder 7 can be pulled out. As shown in Figure 5, the formwork plate 2
The diameter of the mounting hole 4, the minimum movement distance of the holder 7 necessary to extract the holder 7 from the state shown in FIG. 3, the amount of rotation of the form plate 2 corresponding to this movement, and the mold There must be a certain relationship between the positions of the rotation center C of the frame plate 2.

第1図に示すように、保持体7の厚みをX、回動中心C
から型枠板2の内面までの距離をL.、回勤中心Cから
型枠板2の外面までの距離をL2、回動中心Cを通る基
準線β (型枠板2に対して直角をなす)から位置決め
凹部4bの底部までの距離をL3、基準線lから大径部
4aの上部までの距離をL4、埋設部材8から最小移動
距離で引き出された保持体7の角部p1から回動中心C
までの距離をy、回動中心Cを中心とする半径2の円弧
C1と型枠板2の内面との交点p2から角部piまでの
角度をα、大径部4aの上縁と型枠板2の外面との交点
p3から回動中心Cまでの距離を2、回動中心Cを中心
に交点p3を角度αだけ回動配置した移動点をp4、移
動点p4と大径部4aとの距離をw1交点p3と回勤中
心Cとを結ぶ線と基準¥TIAEとのなす角をβ、ボル
ト5の径をD、保持体7の径をRとすると、弐(1).
  (2),(3),  (4),  (5).  (
6)が得られる。
As shown in Fig. 1, the thickness of the holder 7 is X, the rotation center C
The distance from L. to the inner surface of the formwork board 2. , the distance from the rotation center C to the outer surface of the form plate 2 is L2, and the distance from the reference line β passing through the rotation center C (perpendicular to the form plate 2) to the bottom of the positioning recess 4b is L3. , the distance from the reference line l to the top of the large diameter portion 4a is L4, and the rotation center C from the corner p1 of the holder 7 pulled out from the buried member 8 with the minimum movement distance.
y, the angle from the intersection p2 of the arc C1 of radius 2 centered on the rotation center C and the inner surface of the formwork plate 2 to the corner pi is α, and the angle between the upper edge of the large diameter portion 4a and the formwork The distance from the intersection p3 with the outer surface of the plate 2 to the rotation center C is 2, the moving point where the intersection p3 is rotated by an angle α around the rotation center C is p4, and the moving point p4 and the large diameter portion 4a are Let the angle between the line connecting w1 intersection p3 and rotation center C and reference \TIAE be β, the diameter of bolt 5 be D, and the diameter of holding body 7 be R, then 2(1).
(2), (3), (4), (5). (
6) is obtained.

(+−4 −w) + z 2cos (β一α) モz2 z2 =L2 2 +L4 2 ・ ・ ・ (1) ・ ・ ・ (2) (Ll +x) 2+(L4 −w−(D+R) / 
2) 2=y2・ ・ ・ (3) w2+  (ZCOS(β−α)−L2)” =2 z
2 (1−cosα)・ ・ ・ (4) V2= (L3   (R  D)/2) 2+ (L
l +x) 2・ ・ ・ (5) β=Lan − ’  (L4 /L2)   ・・・
(6)変数はα、β、yS2% W% L4の6つであ
り、埋設部材8から保持体7を引き抜くための最小移動
距!X%距離Ll.L2,L3、及び径D,  Hの値
を設定することによって6つの式(1)〜(6)から距
離Wを決定することができる。距離Wは埋設部材8から
保持体7を引き出すための最小移動距1iiIxを許容
する型枠板2の回動角αに対応するボルト5と装着孔4
との間の相対変位量であり、この距離Wをボルト径Dに
付加した値(w+D)を装着孔4の上下方向の径、即ち
位置決め凹部4bの底縁と大径部4aの上総との距離と
することによって回動する装着孔4とボルト5との干渉
をもたらすことなく埋設部材8から保持体7を抜き出す
ことができる。従って、コンクリート固化後の型枠取り
外しはナッI−10を第4図の位置まで緩めた後にナッ
ト10を持って保持体7の引き出し方向へ引けば保持体
7が固化コンクリート17内の埋設部材8から引き抜か
れ、型枠の取り外し作業は非常に容易である。
(+-4 -w) + z 2cos (β - α) Moz2 z2 =L2 2 +L4 2 ・ ・ ・ (1) ・ ・ ・ (2) (Ll +x) 2+(L4 -w-(D+R) /
2) 2=y2・ ・ ・ (3) w2+ (ZCOS(β-α)-L2)" = 2 z
2 (1-cosα)・・・・(4) V2= (L3 (R D)/2) 2+ (L
l +x) 2・ ・ ・ (5) β=Lan − ' (L4 /L2) ・
(6) There are six variables: α, β, yS2% W% L4, and the minimum travel distance to pull out the holding body 7 from the buried member 8! X% distance Ll. By setting the values of L2, L3, and diameters D and H, the distance W can be determined from six equations (1) to (6). The distance W is between the bolt 5 and the mounting hole 4 corresponding to the rotation angle α of the form plate 2 that allows the minimum movement distance 1iiiIx to pull out the holding body 7 from the buried member 8.
This distance W is added to the bolt diameter D (w+D), which is the vertical diameter of the mounting hole 4, that is, the distance between the bottom edge of the positioning recess 4b and the top of the large diameter portion 4a. By setting the distance, the holder 7 can be extracted from the buried member 8 without causing interference between the rotating mounting hole 4 and the bolt 5. Therefore, to remove the formwork after the concrete hardens, loosen the nut I-10 to the position shown in FIG. It is very easy to remove the formwork.

この実施例ではボルト5が半円弧状の位置決め凹部4b
にずれないように嵌めこまれるため、保持体7の位置は
回動中心Cに対して常に一定位置に保持される。ボルト
5が位置決め凹部4bからずれた別の箇所にあると、型
枠板2の回動取り外しの際の装着孔4とボルト5との間
の相対変位量を装着孔4で吸収することができなくなり
、保持体7の抜き出し最中にボルト5と装着孔4とが干
渉してしまい、埋設部材8から保持体7を抜き出すこと
ができなくなる。しかしながら、この実施例ではボルト
5が常に定位置、即ち位置決め凹部4b内に位置決めさ
れるために保持体7の抜き出しができなくなるおそれは
全くない。
In this embodiment, the bolt 5 has a semicircular arc-shaped positioning recess 4b.
Since the holding body 7 is fitted in such a way that it does not shift, the position of the holding body 7 is always maintained at a constant position with respect to the center of rotation C. If the bolt 5 is located at a different location away from the positioning recess 4b, the relative displacement between the mounting hole 4 and the bolt 5 when the formwork plate 2 is rotated and removed can be absorbed by the mounting hole 4. As a result, the bolt 5 and the mounting hole 4 interfere with each other during extraction of the holder 7, making it impossible to extract the holder 7 from the buried member 8. However, in this embodiment, since the bolt 5 is always positioned at a fixed position, that is, within the positioning recess 4b, there is no possibility that the holder 7 will not be able to be pulled out.

埋設部材8から保持体7を抜き出した後、内側筒体8B
の閉塞端壁8aを破ることによってU字溝の水抜き孔が
できる。
After extracting the holder 7 from the buried member 8, the inner cylinder 8B
By breaking the closed end wall 8a, a U-shaped drainage hole is created.

本発明は勿論前記実施例にのみ限定されるものではなく
、例えば第6〜8図に示す実施例も可能である。
The present invention is of course not limited to the embodiments described above, and embodiments shown in FIGS. 6 to 8, for example, are also possible.

この実施例の型枠板l1の両側は拡開形状であり、型枠
板l1に回動可能に型枠板12を連結する蝶番3は型枠
板12の外側にある。従って、型枠板12上の装着孔l
3は最初のうち型枠板l2の回動離間に伴って上動し、
次いで下動ずる。装着孔13は大径部13aとその上縁
に凹設された位置決め凹部13bとからなり、型枠板l
2の内外両面に熔接される楔状のスペーサ14.15に
も同様の装着孔14a,15aが設けられている。
Both sides of the formwork plate l1 in this embodiment are expanded, and the hinges 3 that rotatably connect the formwork plate 12 to the formwork plate l1 are located on the outside of the formwork plate 12. Therefore, the mounting hole l on the formwork plate 12
3 initially moves upward as the formwork plate l2 rotates apart,
Then it moves downward. The mounting hole 13 consists of a large diameter part 13a and a positioning recess 13b formed in the upper edge of the large diameter part 13a, and
Similar mounting holes 14a and 15a are provided in a wedge-shaped spacer 14.15 that is welded to both the inner and outer surfaces of 2.

ボルト5は装着孔13,14a,15aの各位置決め凹
部13bに位置決めすると共に、楔状のスペーサ14.
15を介してナット10の締付が行われる。保持体7に
取付けられる埋設部材16は一端が傾斜面に形威されて
おり、この傾斜面の傾斜角は型枠板l2の傾き角に略等
しい。
The bolts 5 are positioned in the respective positioning recesses 13b of the mounting holes 13, 14a, 15a, and wedge-shaped spacers 14.
The nut 10 is tightened via the nut 15. One end of the buried member 16 attached to the holder 7 is formed into an inclined surface, and the angle of inclination of this inclined surface is approximately equal to the angle of inclination of the form plate l2.

この実施例でも前記実施例と同様に、保持体7の厚みを
X、回動中心Cから型枠板2の外面までの距離をL2、
回動中心Cを通る基準線12(型枠板2に対して直角を
なす)から位置決め凹部4bの底部までの距離をL3、
基準&%fから大径部4aの上部までの距離をL4、埋
設部材8から最小移動距plfixで引き出された保持
体7の角部p1から回動中心Cまでの距離をy、回動中
心Cを中心とする半径2の円弧C1と型枠板2の内面と
の交点p2から角部p1までの角度をα、装着孔14a
の下縁とスペーサ14の外面との交点p5から回動中心
Cまでの距離を2、回動中心Cを中心に交点p5を角度
αだけ回動配置した移動点をp4、移動点p4と大径部
4aとの距離をW、交点p3と回動中心Cとを結ぶ線と
基準線lとのなす角をβ、ボルト5の径をD、保持体7
の径をRとすると、弐(7),  (8),  (9)
,  (1 0),  (11),  (12)が得ら
れる。
In this embodiment, as in the previous embodiment, the thickness of the holder 7 is X, the distance from the rotation center C to the outer surface of the form plate 2 is L2,
The distance from the reference line 12 (perpendicular to the form plate 2) passing through the rotation center C to the bottom of the positioning recess 4b is L3,
The distance from the reference &%f to the top of the large diameter part 4a is L4, the distance from the corner p1 of the holding body 7 pulled out from the buried member 8 by the minimum moving distance plfix to the rotation center C is y, the rotation center The angle from the intersection p2 of the arc C1 of radius 2 centered at C and the inner surface of the formwork plate 2 to the corner p1 is α, and the mounting hole 14a
The distance from the intersection p5 between the lower edge of the spacer 14 and the outer surface of the spacer 14 to the rotation center C is 2, and the moving point where the intersection p5 is rotated by an angle α around the rotation center C is p4, and the moving point p4 is large. The distance to the diameter portion 4a is W, the angle between the line connecting the intersection p3 and the center of rotation C and the reference line l is β, the diameter of the bolt 5 is D, and the holder 7
If the diameter of is R, then 2 (7), (8), (9)
, (1 0), (11), (12) are obtained.

(L3 +W) 2(1+tan 2 (π/2−(α
+β)〕=22 ・ ・ ・ (7) L3 2 +L22 =22      ・ ・ ・ (8)(L
2 −x)  2 +  (L4  −  (D+R)
/2)  2 =y2(9) [L2   (L3  +w)  tan  (yr/
2−ot−β)]2+w2= 2z 2(1 −cos
  α)(1 0) 2y2(1 −cos  α)一x2 =  (L4 −  (D+R)/2−(y2 −L2
 ” )  雅) 2(1 1) β=tan ””  (La /L2 )  ・・・(
1 2)6つの式(7)〜(12)によって装着孔13
とボルト5との間の相対変位量Wが前記実施例と同様に
求まり、装着孔13の径(d+w)を決定することがで
きる。
(L3 +W) 2(1+tan 2 (π/2-(α
+β)] = 22 ・ ・ ・ (7) L3 2 +L22 = 22 ・ ・ ・ (8) (L
2 −x) 2 + (L4 − (D+R)
/2) 2 =y2(9) [L2 (L3 +w) tan (yr/
2-ot-β)]2+w2= 2z 2(1-cos
α)(1 0) 2y2(1 −cos α)−x2 = (L4 − (D+R)/2−(y2 −L2
” ) Miyabi) 2 (1 1) β=tan ”” (La /L2) ・・・(
1 2) The mounting hole 13 is determined by the six equations (7) to (12).
The relative displacement amount W between the bolt 5 and the bolt 5 can be determined in the same manner as in the embodiment described above, and the diameter (d+w) of the mounting hole 13 can be determined.

この実施例でもボルト5は位置決め凹部13bに位置規
制され、コンクリート固化後の保持体7の抜き出しは円
滑に行われる。
Also in this embodiment, the position of the bolt 5 is regulated by the positioning recess 13b, so that the holding body 7 can be smoothly removed after the concrete has solidified.

さらに本発明は第9図のように実施することも可能であ
る。この実施例では装着孔4を包含する内面領域に埋設
部材8の内側筒体8Bの内径に略等しい位置決め凸部2
aが設けられており、内側筒体8Bを位置決め凸部2a
に嵌合することによって埋設部材8の取付け位置が定位
置に常に特定される。この位置決めされた埋設部材8を
支持するボルト5の位置も必然的に特定され、.この特
定位置上のボルト5と装着孔4との相対変位によって両
者間に干渉を生じない位置に装着孔4を設定すれば埋設
部材8からの保持体7の抜き出しが円滑に行われる. 又、第9図に示すようにナント10の緩め位置が分かる
ようにストッパナット18をボルト5に螺合しておき、
ストッパナット18に当接する位置までナット10を緩
めれば保持体7の抜き出し作業はさらに容易となる。
Furthermore, the present invention can also be implemented as shown in FIG. In this embodiment, a positioning convex portion 2 approximately equal to the inner diameter of the inner cylindrical body 8B of the embedded member 8 is provided on the inner surface area including the mounting hole 4.
a is provided, and a convex portion 2a is provided for positioning the inner cylinder 8B.
By fitting into the embedding member 8, the mounting position of the embedded member 8 is always specified at a fixed position. The position of the bolt 5 that supports this positioned buried member 8 is also necessarily specified. If the mounting hole 4 is set at a position where relative displacement between the bolt 5 and the mounting hole 4 at this specific position does not cause interference between the two, the holding body 7 can be smoothly extracted from the buried member 8. Also, as shown in FIG. 9, a stopper nut 18 is screwed onto the bolt 5 so that the loosening position of the nant 10 can be determined.
If the nut 10 is loosened to a position where it abuts the stopper nut 18, the work of extracting the holder 7 becomes easier.

なお、前記各実施例における装着孔4.13の径をCD
+W)以上としてもよいことは勿論であり、また装着孔
の形状をボルト径に略等しい幅の長孔形状とすることも
可能である。
In addition, the diameter of the mounting hole 4.13 in each of the above embodiments is CD
+W) or more, of course, and the shape of the mounting hole can also be made into a long hole shape with a width approximately equal to the bolt diameter.

さらに本発明はコンクリート製品吊り上げ用孔を形戒す
るil設部材をコンクリート製品に埋設して成形する装
置にも適用可能である。
Furthermore, the present invention is also applicable to an apparatus for embedding and forming an insulating member in a concrete product to form a hole for lifting a concrete product.

[発明の効果] 以上詳述したように本発明は、固化したコンクリート内
に埋設された埋設部材から保持体を抜き取るための保持
体の最小移動距離と、これを許容する型枠板の回動量と
、型枠板の回動中心位置とから決定される装着孔とボル
トとの間の相対変位量にボルトの径を付加した値を装着
孔の最小限の径としたので、装着孔を貫設した型枠板の
回動に対してもボルトと装着孔との間の相対変位が設定
された径の装着孔によって吸収され、これによりボルト
と装着孔との干渉をもたらすことなく埋設部材から保持
体を円滑に抜き出し得るとい・う優れた効果を奏する。
[Effects of the Invention] As detailed above, the present invention provides the minimum travel distance of the holder to extract the holder from the buried member buried in solidified concrete, and the amount of rotation of the form plate that allows this. The minimum diameter of the mounting hole is determined by adding the diameter of the bolt to the amount of relative displacement between the mounting hole and the bolt determined from the center of rotation of the formwork plate. The relative displacement between the bolt and the mounting hole is absorbed by the mounting hole of the set diameter even when the formwork plate is rotated. This has an excellent effect in that the holding body can be pulled out smoothly.

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

第1〜5図は本発明を具体化したー実施例を示し、第1
図はボルト挿通簡の縦断面図、第2図は分解斜視図、第
3図はコンクリーl・を打設した状態を示す縦断面図、
第4図はナントを緩めた状態を示す樅断面図、第5図は
型枠板を傾動した状態を示す縦断面図、第6〜8図は別
例を示し、第6図はボルト挿通簡の縦断面図、第7図は
分解斜視図、第8図は型枠板を傾動した状態を示す縦断
面図、第9図はさらに別例を示す縦断面図である。 型枠板1,2,11,12、装着孔4.l3、ボルト5
、保持体7、埋設部材8,16、ナソl−100
1 to 5 show embodiments embodying the present invention;
The figure is a longitudinal sectional view of the bolt insertion piece, Fig. 2 is an exploded perspective view, and Fig. 3 is a longitudinal sectional view showing the state in which concrete is poured.
Figure 4 is a cross-sectional view of the fir showing the state in which the nant is loosened, Figure 5 is a longitudinal cross-sectional view showing the formwork plate in the tilted state, Figures 6 to 8 show other examples, and Figure 6 is a simplified bolt insertion. 7 is an exploded perspective view, FIG. 8 is a longitudinal sectional view showing the form plate in a tilted state, and FIG. 9 is a longitudinal sectional view showing another example. Formwork plates 1, 2, 11, 12, mounting holes 4. l3, bolt 5
, holding body 7, buried members 8, 16, Naso l-100

Claims (1)

【特許請求の範囲】[Claims] 1 コンクリート製品成形用の型枠板(2)に貫設され
た装着孔(4、13)に挿通されるボルト(5)の先端
側に弾性体からなる保持体(7)を取付け、ボルト(5
)に螺着されるナット(10)の締付によって膨脹変形
する保持体(7)によって筒状の埋設部材(8、16)
を内径支持するコンクリート製品成形装置において、前
記装着孔(4、13)を貫設した型枠板(2)を他の型
枠板(1)に対して回動可能に支持し、固化したコンク
リート(17)内に埋設された埋設部材(8、16)か
ら保持体(7)を抜き取るための保持体(7)の最小移
動距離(x)と、これを許容する型枠板(2)の回動量
(α)と、型枠板(2)の回動中心(C)位置とから決
定される装着孔(4、13)とボルト(5)との間の相
対変位量(w)とボルト(5)の径(D)との和を装着
孔(4、13)の最小限の径としたことを特徴とするコ
ンクリート製品成形装置。
1. A holder (7) made of an elastic body is attached to the tip side of a bolt (5) that is inserted into a mounting hole (4, 13) provided through a form plate (2) for forming a concrete product, and the bolt ( 5
) The cylindrical buried member (8, 16) is expanded and deformed by the holding body (7) which expands and deforms when the nut (10) is tightened.
In a concrete product forming device that supports the inner diameter of a concrete product, a form plate (2) having the mounting holes (4, 13) formed therethrough is rotatably supported with respect to another form plate (1), and the solidified concrete (17) The minimum movement distance (x) of the holder (7) in order to extract the holder (7) from the buried members (8, 16) buried in The amount of relative displacement (w) between the mounting hole (4, 13) and the bolt (5) determined from the amount of rotation (α) and the position of the center of rotation (C) of the formwork plate (2) and the bolt A concrete product forming apparatus characterized in that the sum of (5) and the diameter (D) is the minimum diameter of the mounting holes (4, 13).
JP19181689A 1989-07-25 1989-07-25 Concrete product forming equipment Expired - Lifetime JPH07118974B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19181689A JPH07118974B2 (en) 1989-07-25 1989-07-25 Concrete product forming equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19181689A JPH07118974B2 (en) 1989-07-25 1989-07-25 Concrete product forming equipment

Publications (2)

Publication Number Publication Date
JPH0355208A true JPH0355208A (en) 1991-03-11
JPH07118974B2 JPH07118974B2 (en) 1995-12-20

Family

ID=16281002

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19181689A Expired - Lifetime JPH07118974B2 (en) 1989-07-25 1989-07-25 Concrete product forming equipment

Country Status (1)

Country Link
JP (1) JPH07118974B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008207557A (en) * 2008-03-31 2008-09-11 Toubu:Kk Method for producing u-shaped channel with lifting inversion hole

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101509409B1 (en) * 2014-11-25 2015-04-08 박순태 Construction device of gutter mold and construction method using the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008207557A (en) * 2008-03-31 2008-09-11 Toubu:Kk Method for producing u-shaped channel with lifting inversion hole

Also Published As

Publication number Publication date
JPH07118974B2 (en) 1995-12-20

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