JP3013355B2 - Pretension type PC member formwork - Google Patents
Pretension type PC member formworkInfo
- Publication number
- JP3013355B2 JP3013355B2 JP8092887A JP9288796A JP3013355B2 JP 3013355 B2 JP3013355 B2 JP 3013355B2 JP 8092887 A JP8092887 A JP 8092887A JP 9288796 A JP9288796 A JP 9288796A JP 3013355 B2 JP3013355 B2 JP 3013355B2
- Authority
- JP
- Japan
- Prior art keywords
- mold
- formwork
- cross beam
- inner plate
- present
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、プレテンション方
式PC部材の型枠に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pretension type PC member formwork.
【0002】[0002]
【発明が解決しようとする課題】従来、この種のプレテ
ンション方式のPC(プレストレストコンクリート)部
材、例えば落石防護体であるプレハブPC覆いの主桁や
道路保護用シェッドの主桁等に用いられるPC桁は、図
8に示すように、フランジ部1とウェブ部2と横梁部3
とから構成され、PC鋼材4によりプレテンションが与
えられる。ところで、上記従来のPC桁をプレテンショ
ン方式によりコンクリート成型するには、先ず型枠にP
C鋼材4を配置して緊張力を加え、その後、型枠内にコ
ンクリートを打設して硬化後に緊張力を開放してコンク
リートにプレストレストを与え、このようにしてプレス
トレストを与えた後に脱型を行っていた。このため、緊
張力を開放してプレストレストを与えることによってコ
ンクリート成型品に圧縮力が働き、フランジ部1とウェ
ブ部2とがPC鋼材4の方向すなわち縦方向に収縮し、
図8のように横梁部3を複数有するものの場合、その圧
縮力により縦方向両側の横梁部3の内側面5が型枠に圧
接して脱型が困難となり、無理に脱型すると、横梁部3
の内側面5を損傷する問題がある。Conventionally, this type of pretension type PC (prestressed concrete) member, for example, a PC used for a main girder of a prefabricated PC cover or a main girder of a shed for road protection, which is a rock fall protection body. As shown in FIG. 8, the spar is composed of a flange portion 1, a web portion 2, and a cross beam portion 3.
And pretension is given by the PC steel material 4. By the way, in order to mold the conventional PC girder into concrete by the pretension method, first, a P
The C steel material 4 is arranged and tension is applied. Then, concrete is poured into a formwork, and after hardening, the tension is released to give a prestress to the concrete. I was going. For this reason, a compressive force acts on the concrete molded product by releasing the tension and giving a prestress, and the flange portion 1 and the web portion 2 contract in the direction of the PC steel material 4, that is, the longitudinal direction,
In the case of a structure having a plurality of cross beams 3 as shown in FIG. 8, the compressive force causes the inner side surfaces 5 of the cross beams 3 on both sides in the vertical direction to press against the formwork, making it difficult to remove the mold. 3
There is a problem of damaging the inner side surface 5 of the device.
【0003】このため、横梁部3の内側面5を長さ方向
に対して鋭角的に形成すれば、脱型を比較的スムーズに
行うことができるが、横梁部3の断面に構造上不要な部
分が増加するため、その部分が材料費のロスになるとい
う問題がある。For this reason, if the inner side surface 5 of the cross beam portion 3 is formed at an acute angle with respect to the length direction, the die can be relatively smoothly removed, but the cross section of the cross beam portion 3 is structurally unnecessary. Since the number of parts increases, there is a problem that the parts cause loss of material cost.
【0004】また、コンクリートが所定の強度に硬化し
た後、緊張装置により前記PC鋼材4を引張り保持した
状態で、PC桁を僅かに吊り上げ、該PC桁を型枠との
間にスペーサを介在することにより、前記横梁部3と型
枠との間に隙間を形成した後、前記緊張装置の引張力を
解除する方法も知られている。しかし、この方法では、
PC鋼材4を引張り保持した状態で、そのPC鋼材4に
抗してPC桁を吊り上げるため、この吊り上げ作業が煩
雑となり、また、比較的長いPC桁を均等に吊り上げる
には、クレーンなどの操作が難しいという問題がある。Further, after the concrete has hardened to a predetermined strength, the PC girder is slightly lifted while the PC steel material 4 is pulled and held by a tensioning device, and a spacer is interposed between the PC girder and the form. Thus, a method is also known in which after a gap is formed between the cross beam portion 3 and the formwork, the tension force of the tensioning device is released. But with this method,
Since the PC girder is lifted against the PC steel 4 in a state where the PC girder 4 is pulled and held, the lifting work becomes complicated. In addition, in order to evenly lift a relatively long PC girder, an operation such as a crane is required. There is a problem that is difficult.
【0005】さらに、この種の一体型の型枠を用いた場
合では、PC鋼材によるプレストレスト以外にもコンク
リートの硬化によりコンクリート成型品に縦方向の収縮
が生じ、この圧縮力により横梁部の内側面と型枠との間
に圧接を生じ、この圧接により脱型が困難になるという
問題があった。[0005] Further, in the case of using this type of integral formwork, in addition to the prestressed by the PC steel material, concrete hardening causes a contraction in the vertical direction due to the hardening of the concrete. There is a problem that press contact occurs between the mold and the mold, and the press contact makes it difficult to remove the mold.
【0006】そこで、本発明は、複数の横梁部を一側に
有するコンクリート成型品に、縦方向のプレストレスト
を与える場合において、横梁部の局部的破損を防止し、
脱型作業性に優れ、また、型枠の扱いが容易なプレテン
ション方式PC部材の型枠を提供することを目的とす
る。In view of the above, the present invention provides a concrete molded product having a plurality of cross beams on one side, in the case where a longitudinal prestress is applied, to prevent local damage to the cross beams,
It is an object of the present invention to provide a pretension type PC member mold excellent in mold removal workability and easy to handle the mold.
【0007】[0007]
【課題を解決するための手段】請求項1の発明は、複数
の横梁部を一側に有し、縦方向にプレテンションを与え
てなるPC部材を製造する型枠において、前記型枠の横
梁箇所の内側板を該型枠位置から取り外し可能に設けた
ものであり、コンクリート硬化後、内側板を型枠位置か
ら取り外すことにより、PC部材に収縮が生じても、横
梁部と型枠の内側板とに圧接が生じない。According to a first aspect of the present invention, there is provided a mold for manufacturing a PC member having a plurality of cross beams on one side and pretensioning in a longitudinal direction. The inner plate at the location is detachably provided from the formwork position, and after the concrete is hardened, by removing the inner plate from the formwork position, even if the PC member shrinks, the inside of the cross beam portion and the formwork is formed. There is no pressure contact with the plate.
【0008】請求項2の発明は、前記内側板を前記型枠
に回動可能に設けたものであり、内側板を回動して型枠
位置から取り外し、脱型後、内側板を逆方向に回動して
型枠位置に復帰する。According to a second aspect of the present invention, the inner plate is rotatably provided on the mold, and the inner plate is rotated to be removed from the mold position. To return to the mold position.
【0009】請求項3の発明は、前記内側板と型枠との
接合部にそれぞれ接合用鍔部を設けたものであり、接合
用鍔部により型枠への内側板の接合及び取外しを行う。According to a third aspect of the present invention, a joining flange is provided at a joint between the inner plate and the mold, and the joining and removal of the inner plate to and from the mold are performed by the joining flange. .
【0010】[0010]
【発明の実施形態】以下、本発明の実施例を添付図面を
参照して説明する。図1乃至図3は本発明の第1実施例
を示し、上記図8と同一部分に同一符号を付し、図8に
示したPC部材たるPC桁の製作を例に説明すると、10
は鋼製のPC桁用型枠(以下、型枠という)であり、こ
の型枠10は、縦方向のフランジ成型部11と、ウェブ成型
部12と、横方向の横梁箇所たる3つ横梁成型部13,13,
13Aとから構成され、例えば前記PC桁が落石防護体の
屋根を構成するものであれば、前記横梁成型部13Aが山
側の横梁部3を形成し、図2中左の横梁成型部13が谷側
の横梁部3を形成する。また、前記フランジ成型部11
は、前記フランジ部1の下面を形成する下面部11Aを型
枠10に一体に備え、その下面部11Aの周囲に、型枠10と
別体の側板部14が着脱自在に設けられ、この例では山形
鋼14Aをボルト・ナットなどの固定部材14Bにより設け
ることにより側面部14を構成している。Embodiments of the present invention will be described below with reference to the accompanying drawings. FIGS. 1 to 3 show a first embodiment of the present invention. The same parts as those in FIG. 8 are denoted by the same reference numerals, and the PC member shown in FIG.
Is a steel PC girder formwork (hereinafter referred to as a formwork). This formwork 10 has a vertical flange forming section 11, a web forming section 12, and a horizontal crossbeam section, ie, three horizontal beam sections. Parts 13, 13,
For example, if the PC girder constitutes the roof of the rock fall protection body, the cross beam forming portion 13A forms the mountain-side horizontal beam portion 3, and the left horizontal beam forming portion 13 in FIG. Side beam part 3 is formed. Further, the flange molding portion 11
In this example, a lower surface portion 11A forming the lower surface of the flange portion 1 is provided integrally with the formwork 10, and a side plate portion 14 separate from the formwork 10 is detachably provided around the lower surface portion 11A. The side surface portion 14 is formed by providing the angle iron 14A with a fixing member 14B such as a bolt and a nut.
【0011】前記ウェブ成型部12の底板15の左右には、
前記横梁成型部13,13位置に縦方向の切断部16,16が形
成され、この切断部16は対応する横梁成型部13,13より
長く形成されている。さらに、図1及び図3に示すよう
に、各切断部16の端部から上下方向に型枠10を切断して
型枠切出部17を形成し、この型枠切出部17は横梁形成部
13,13の縦方向両側の内側板18,18Aを備え、これによ
り少なくとも内側板18を含む型枠切出部17を形成してい
る。そして、前記内側板18,18Aが前記内側面5,5を
形成する。前記型枠10を上下方向に切断した切断部19
が、前記型枠切出部17と型枠10との接合箇所となり、こ
の接合箇所にそれぞれ接合用鍔部(以下、鍔部という)
10A,17Aを設けており、その鍔部10Aは型枠10に設け
られると共に、その鍔部17Aが型枠切出部17に設けられ
ている。また、前記鍔部10A,17Aに接合孔20を穿設
し、この接合孔20に、重なり合う前記鍔部10A,17Aを
締め付けて固定するボルト21が挿通され、このボルト21
にナット22が螺合され、これらボルト21及びナット22に
より固定部材23を構成している。前記型枠切出部17は前
記底板15に回動可能に設けられ、前記底板15の下面に取
付部24を一体に設けると共に、前記型枠切出部17の横方
向中央側下面に腕部25の基端を一体に設け、この腕部25
の先端を縦方向の枢軸26により前記取付部24に回動自在
に連結し、図2に示すように、1つの型枠切出部17に対
して、縦方向に一対の前記腕部25,25が設けられてい
る。そして、この例では前記横梁成型部13Aが固定成型
部となる。尚、前記横梁成型部13,13,13Aの横方向外
側には、外側板32を着脱可能に嵌め入れている。On the left and right sides of the bottom plate 15 of the web forming section 12,
Vertical cut portions 16, 16 are formed at the cross beam forming portions 13, 13, and the cut portions 16 are formed longer than the corresponding cross beam forming portions 13, 13. Further, as shown in FIGS. 1 and 3, the mold 10 is cut vertically from an end of each cutting portion 16 to form a mold cutout portion 17, and the form cutout portion 17 is formed with a cross beam. Department
13 and 13, inner side plates 18 and 18A on both sides in the longitudinal direction are provided, thereby forming a form cutout 17 including at least the inner side plate 18. The inner plates 18, 18A form the inner surfaces 5, 5. Cutting section 19 obtained by cutting the formwork 10 in the vertical direction
Is a joining portion between the form cutout portion 17 and the formwork 10, and each joining portion has a joining flange portion (hereinafter, referred to as a flange portion).
10A and 17A are provided. The flange portion 10A is provided on the formwork 10, and the flange portion 17A is provided on the formwork cutout portion 17. Further, a joint hole 20 is formed in the flanges 10A and 17A, and a bolt 21 for fastening and fixing the overlapping flanges 10A and 17A is inserted into the joint hole 20.
A nut 22 is screwed into the fixing member 23, and the bolt 21 and the nut 22 constitute a fixing member 23. The form cutting portion 17 is rotatably provided on the bottom plate 15, and an attachment portion 24 is integrally provided on the lower surface of the bottom plate 15, and an arm portion is provided on the lower surface of the form cutting portion 17 in the lateral center side. 25 base end is provided integrally, this arm part 25
2 is rotatably connected to the mounting portion 24 by a vertical pivot 26. As shown in FIG. 2, a pair of arm portions 25, 25 are provided. In this example, the cross beam forming portion 13A is a fixed forming portion. An outer plate 32 is detachably fitted on the laterally outer side of the horizontal beam forming portions 13, 13, 13A.
【0012】しかして、プレテンション方式によりPC
桁を成型するには、先ず、図2に示すように、型枠10に
PC鋼線等のPC鋼材4を配置して常法により緊張力を
加える。この後、型枠10内にコンクリートを打設して前
記PC鋼材4に緊張力を加えた状態で該コンクリートが
硬化した後、前記山形鋼14Aを取り外し、さらに、固定
部材23を取り外す。そして、図1に示すように、枢軸26
を中心として、横方向両側の型枠切出部17を下方に回動
して型枠位置から取り外す。尚、この場合、前記山形鋼
14Aを下面部11Aに取付けた状態で、型枠切出部17を回
動してもよい。このようにして、横梁部3を形成する型
枠切出部17を型枠位置から取り外した後、PC鋼材4の
緊張力を開放して、PC部材27を吊り上げ脱型する。こ
の場合、PC部材27にプレストレストを与える前に、内
側板18,18Aを型枠位置から取り外すことにより、PC
鋼材4の緊張力を開放しても、横梁成型部13にPC部材
27の内側面5が圧接することなく、PC部材27を容易に
脱型することができる。そして、型枠10を組立てるに
は、型枠切出部17を上方に回動し、相互の鍔部10A,17
Aの接合孔20,20にボルト21を挿通し、該ボルト21にナ
ット22を締めて接合固定する。[0012] However, by the pretension method, the PC
In order to form a girder, first, as shown in FIG. 2, a PC steel material 4 such as a PC steel wire is placed on a mold frame 10 and tension is applied by a conventional method. Thereafter, concrete is poured into the formwork 10 and the concrete is hardened while tension is applied to the PC steel material 4. After that, the angle iron 14A is removed and the fixing member 23 is removed. Then, as shown in FIG.
The form cutout portions 17 on both sides in the lateral direction are pivoted downward around the center and removed from the form position. In this case, the angle iron
With the 14A attached to the lower surface 11A, the form cutout 17 may be rotated. In this manner, after removing the form cut-out portion 17 forming the cross beam portion 3 from the form position, the tension of the PC steel material 4 is released, and the PC member 27 is lifted and demolded. In this case, before the PC member 27 is prestressed, the inner plates 18 and 18A are removed from the form position, so that PC
Even if the tension of the steel material 4 is released, the PC member
The PC member 27 can be easily removed from the mold without pressing the inner side surface 5 of the 27. Then, in order to assemble the formwork 10, the formwork cutout portion 17 is rotated upward, and the flange portions 10A, 17
A bolt 21 is inserted into the joint holes 20 and 20 of A, and a nut 22 is fastened to the bolt 21 to fix the joint.
【0013】このように本実施例では、請求項1に対応
して、複数の横梁部3,3,3を一側たる下部に有し、
縦方向にプレテンションを与えてなるPC部材27を製造
する型枠において、型枠切出部17を型枠10から切出すこ
とにより、前記型枠10の横梁箇所の内側板18を該型枠位
置から取り外し可能に設けたものであるから、コンクリ
ート硬化後、PC部材27に収縮が生じても、横梁部3と
型枠10の内側板18とが圧接することがなく、脱型をスム
ーズに行うことができ、脱型の際に横梁部3の内側面5
が摩擦等により傷付いたり、損傷したりすることがな
い。また、横梁部3の断面に構造上不要な部分を形成す
る必要がないため、材料費のロスが発生することがない
と共に、余分な部分により部材に死加重が増加すること
もない。As described above, in this embodiment, a plurality of cross beams 3, 3, 3 are provided at a lower portion on one side according to the first aspect.
In a mold for manufacturing a PC member 27 provided with a pretension in the vertical direction, a mold cutting portion 17 is cut out from the mold 10 so that the inner plate 18 at the cross beam portion of the mold 10 is Since it is provided so that it can be removed from the position, even if the PC member 27 shrinks after hardening of the concrete, the cross beam part 3 and the inner plate 18 of the formwork 10 do not come into pressure contact with each other, and the demolding can be performed smoothly. The inner surface 5 of the cross beam 3 can be
Is not damaged or damaged by friction or the like. Further, since it is not necessary to form a structurally unnecessary portion in the cross section of the cross beam portion 3, there is no loss of material cost, and the dead weight does not increase due to the extra portion.
【0014】また、このように本実施例では、請求項2
に対応して、型枠10から型枠切出部17を切出すと共に、
この型枠切出部17を型枠10に回動可能に設けることによ
り、内側板18を型枠10に回動可能に設けたものであるか
ら、内側板18を回動して型枠位置から取り外し、脱型
後、内側板18を逆方向に回動して型枠位置に復帰するこ
とができ、型枠10から内側板18を分離することなく、回
動操作により取り外し及び復帰を行うものであるから、
型枠10の作業をスムーズに行うことができる。As described above, according to the present embodiment, claim 2
In response to the above, while cutting out the form cutout part 17 from the formwork 10,
By providing the form cutout 17 in the form 10 in a rotatable manner, the inner plate 18 is provided in the form 10 in a rotatable manner. After removal from the mold and removal from the mold, the inner plate 18 can be rotated in the reverse direction to return to the mold position, and without removing the inner plate 18 from the mold 10, detachment and return can be performed by a rotating operation. Because
The work of the mold 10 can be performed smoothly.
【0015】さらに、このように本実施例では、請求項
3に対応して、内側板18を含む型枠切出部17と型枠10と
の接合部にそれぞれ接合用鍔部17A,10Aを設けたもの
であるから、接合用鍔部17A,10Aにより型枠10への内
側板18の接合及び取外しを簡便に行うことができる。Further, as described above, according to the present embodiment, the joining flanges 17A and 10A are respectively provided at the joining portions between the mold cutout portion 17 including the inner plate 18 and the mold 10. Since it is provided, the joining and removal of the inner plate 18 to and from the mold 10 can be easily performed by the joining flanges 17A and 10A.
【0016】また、実施例上の効果として、底板15の横
方向両側の切断部16,16の間の部分は型枠10に残ってい
るから、PC部材27が収縮しても、型枠10の縦寸法が変
わることなく、型枠切出部17の回動復帰をスムーズに行
うことができる。また、取付部24により枢軸26を底板15
の下面から離した位置に設けたから、ウェブ部2外面か
らの型枠切出部17内面の引き離しもスムーズに行うこと
ができる。Also, as an effect of the embodiment, the portion between the cut portions 16 on both sides in the lateral direction of the bottom plate 15 remains in the mold 10, so that even if the PC member 27 contracts, The return of rotation of the formwork cutout 17 can be performed smoothly without changing the vertical dimension of the frame. Also, the pivot 26 is attached to the bottom plate 15 by the mounting portion 24.
Since it is provided at a position separated from the lower surface of the web, the inner surface of the form cutout 17 can be smoothly separated from the outer surface of the web portion 2.
【0017】図4は本発明の第2実施例を示し、上記第
1実施例と同一部分に同一符号を付し、その詳細な説明
を省略して詳述すると、この例では、型枠切出部17の両
側鍔部17A,17Aを先端に向かって相互にハ字状をなす
ように、斜めに取付けた例を示し、それら鍔部17A,17
Aに対応して前記鍔部10A,10Aも型枠10に斜めに取り
付けられている。FIG. 4 shows a second embodiment of the present invention. The same parts as those in the first embodiment are denoted by the same reference numerals, and detailed description thereof will be omitted. An example is shown in which both side flanges 17A, 17A of the protrusion 17 are obliquely attached so as to form a C-shape toward the tip.
Corresponding to A, the flanges 10A, 10A are also obliquely attached to the formwork 10.
【0018】そして、このように鍔部17A,10Aを斜め
に取付けることにより、型枠切出部17の下方回動の際
に、重なり合った鍔部17A,10Aが摺動することがな
く、また、上方回動による復帰の際もスムーズに位置合
わせすることができる。By mounting the flanges 17A and 10A obliquely in this manner, the overlapping flanges 17A and 10A do not slide when the form cut-out portion 17 rotates downward. Also, the position can be adjusted smoothly even when returning by turning upward.
【0019】図5及び図6は本発明の第3実施例を示
し、上記実施例と同一部分に同一符号を付し、その詳細
な説明を省略して詳述すると、前記横梁成型部13の底板
31を前記内側側板18とほぼ平行に切断して横梁切断部33
を形成し、前記下面部11Aを平面斜めに切断して下面切
断部34を形成し、ウェブ部12の外側板35を縦方向に切断
して縦切断部36を形成し、さらに、この縦切断部36と前
記横梁切断部33とを長さ方向切断部37により連結して型
枠切出部38を型枠10から切出している。また、前記型枠
切出部38の前記横梁切断部33箇所には鍔部17Bを設ける
と共に、前記下面切断部34及び縦切断部36箇所には鍔部
17Cを設け、図6に示すように、それら鍔部17B,17C
は縦方向両側に斜めに設けられ、これら鍔部17B,17C
に対応して、鍔部17B,17Cとほぼ同形の鍔部10B,10
Cを前記型枠10に設けている。FIGS. 5 and 6 show a third embodiment of the present invention. The same parts as those of the above embodiment are denoted by the same reference numerals, and detailed description thereof will be omitted. Bottom plate
31 is cut substantially parallel to the inner side plate 18 to cut a cross beam 33
The lower surface portion 11A is cut obliquely in a plane to form a lower surface cut portion 34, and the outer plate 35 of the web portion 12 is cut in a vertical direction to form a vertical cut portion 36. The section 36 and the cross beam cutting section 33 are connected by a length direction cutting section 37, and a form cutting section 38 is cut from the form 10. In addition, a flange 17B is provided at 33 of the horizontal beam cutting portion of the form cutting portion 38, and a flange is provided at the lower surface cutting portion 34 and the vertical cutting portion 36.
17C, and as shown in FIG.
Are provided diagonally on both sides in the vertical direction. These flanges 17B, 17C
Corresponding to the flanges 10B, 10B having substantially the same shape as the flanges 17B, 17C.
C is provided on the mold 10.
【0020】しかして、プレテンション方式によりPC
桁を成型するには、型枠10内にコンクリートを打設して
前記PC鋼材4に緊張力を加えた状態で該コンクリート
が硬化した後、鍔部17B,10B及び鍔部17C,10Cから
固定部材23を取り外し、型枠切出部38を斜め下方に引き
下げながら型枠10から引き抜いて取り外す。このように
して、内側面5付近を形成する型枠切出部38を型枠位置
から取外した後、PC鋼材4の緊張力を開放して、PC
部材27を吊り上げ脱型する。この場合、PC部材27にプ
レストレストを与える前に、内側板18を取り外すことに
より、PC鋼材4の緊張力を開放しても、内側板18にP
C部材27の内側面5が圧接することなく、PC部材27を
容易に脱型することができる。そして、型枠10を組立て
るには、型枠切出部38を型枠位置に差し込み、相互の鍔
部10B,17B及び鍔部10C,17Cの接合孔20,20の位置
決め孔19,19にボルト21を挿通し、該ボルト21にナット
22を締めて接合固定する。[0020] However, by the pretension method, the PC
In order to mold the girder, concrete is poured into the formwork 10 and the concrete is hardened while tension is applied to the PC steel material 4 and then fixed from the flanges 17B, 10B and the flanges 17C, 10C. The member 23 is removed, and the mold cutout portion 38 is pulled out from the mold 10 while being pulled down diagonally downward, and is removed. In this way, after removing the form cut-out portion 38 forming the vicinity of the inner side surface 5 from the form position, the tension of the PC steel material 4 is released, and the PC
The member 27 is lifted and removed. In this case, by removing the inner plate 18 before prestressing the PC member 27, even if the tension of the PC steel material 4 is released, the inner plate 18
The PC member 27 can be easily removed from the mold without causing the inner side surface 5 of the C member 27 to come into pressure contact. To assemble the formwork 10, the formwork cutout 38 is inserted into the formwork position, and bolts are inserted into the positioning holes 19, 19 of the joint holes 20, 20 of the flanges 10B, 17B and the flanges 10C, 17C. 21 and insert a nut into the bolt 21
Tighten 22 and fix it.
【0021】このように本実施例では、請求項1に対応
して、複数の横梁部3,3,3を一側たる下部に有し、
縦方向にプレテンションを与えてなるPC部材27を製造
する型枠において、型枠切出部38を型枠10から切出すこ
とにより、前記型枠10の横梁箇所の内側板18を該型枠位
置から取り外し可能に設けたものであり、また、請求項
3に対応して、内側板18を含む型枠切出部38と型枠10と
の接合部にそれぞれ接合用鍔部17B,10B及び接合用鍔
部17C,10Cを設けたものであるから、接合用鍔部17
B,10B,17C,10Cにより型枠10への内側板18の接合
及び分解を簡便に行うことができる。As described above, in the present embodiment, a plurality of cross beams 3, 3, 3 are provided at a lower portion on one side according to the first aspect.
In a mold for manufacturing a PC member 27 provided with a pretension in the longitudinal direction, a mold cutting portion 38 is cut out from the mold 10 so that the inner plate 18 at the cross beam portion of the mold 10 is According to the third aspect of the present invention, the joining flanges 17B, 10B and 10J are provided at the joining portion between the mold cutting portion 38 including the inner plate 18 and the mold 10, respectively. Since the joining flanges 17C and 10C are provided, the joining flange 17C is provided.
B, 10B, 17C and 10C make it easy to join and disassemble the inner plate 18 to the formwork 10.
【0022】また、実施例上の効果として、内側面18に
連続する下面部11Aを平面斜めに切断して、型枠切出部
38を先端に向かって平面が幅狭いになる先細い形状に形
成したことにより、型枠10からの引き抜き及び差し込み
を容易に行うことができる。さらに、縦方向両側の鍔部
17B,17Cが相互に平面略ハ字状をなすため、鍔部10
B,10Cとの摺動抵抗なく引き抜くことができると共
に、差し込んで鍔部17B,10B,17C,10Cを合わせる
ことにより、型枠位置への位置決めも容易に行うことが
できる。Further, as an effect of the embodiment, the lower surface portion 11A continuous with the inner side surface 18 is cut obliquely in a plane to form a form cutout portion.
By forming 38 into a tapered shape in which the plane becomes narrower toward the tip, it is possible to easily pull out and insert from the mold 10. In addition, flanges on both sides in the vertical direction
Because 17B and 17C are substantially in the shape of a substantially C-shaped plane, the flange 10
It can be pulled out without sliding resistance with B and 10C, and can be easily positioned at the mold position by inserting and fitting the flanges 17B, 10B, 17C and 10C.
【0023】図7は本発明の第4実施例を示し、上記実
施例と同一部分に同一符号を付し、その詳細な説明を省
略して詳述すると、この例では、第3実施例で示した型
枠切出部38が前記底板15に回動可能に設けられ、前記底
板15の下面に取付部24を一体に設けると共に、前記型枠
切出部38の縦方向中央側下面に腕部25の基端を一体に設
け、この腕部25の先端を縦方向の枢軸26により前記取付
部24に回動自在に連結している。FIG. 7 shows a fourth embodiment of the present invention. The same parts as those in the above embodiment are denoted by the same reference numerals, and the detailed description thereof will be omitted. The illustrated frame cutout 38 is rotatably provided on the bottom plate 15, and the mounting portion 24 is integrally provided on the lower surface of the bottom plate 15, and an arm is provided on the lower surface of the form cutout 38 on the central side in the vertical direction. The base end of the part 25 is provided integrally, and the tip of the arm part 25 is rotatably connected to the mounting part 24 by a vertical pivot 26.
【0024】そして、枢軸26を中心として、横方向両側
の型枠切出部38を下方に回動して型枠位置から取り外
し、型枠10を組立てるには、型枠切出部38を上方に回動
し、相互の鍔部10A,17Aの接合孔20,20にボルト21を
挿通し、該ボルト21にナット22を締めて接合固定する。Then, the form cutouts 38 on both sides in the lateral direction are pivoted downward around the pivot 26 to remove them from the formwork position, and to assemble the formwork 10, the formwork cutouts 38 must be lifted up. Then, a bolt 21 is inserted into the joint holes 20 and 20 of the flanges 10A and 17A, and a nut 22 is fastened to the bolt 21 to fix the joint.
【0025】このように本実施例では、請求項2に対応
して、型枠10から型枠切出部38を切出すと共に、この型
枠切出部38を型枠10に回動可能に設けることにより、内
側板18を型枠10に回動可能に設けたものであるから、内
側板18を回動して型枠位置から取り外し、脱型後、内側
板18を逆方向に回動して型枠位置に復帰することがで
き、型枠10から内側板18を分離することなく、回動操作
により取り外し及び復帰を行うものであるから、型枠10
の作業をスムーズに行うことができ、また、請求項1及
び3に対応して、上記各実施例と同様な作用,効果を有
し、さらに、この例では、鍔部17B,17Cは縦方向両側
に斜めに設けられ、型枠切出部38が取外し時の回動方向
である下方に向かって鍔部17B,17Cの先端の間隔が広
がるように配置され、すなわち鍔部17B,17Cを先端に
向かって相互にハ字状をなすように設けたから、型枠切
出部38の下方回動の際に、重なり合った鍔部17B,10B
及び鍔部17C,10Cが摺動することがなく、また、上方
回動による復帰の際もスムーズに位置合わせすることが
できる。また、この例では、部分的に型枠10を切断して
型枠切出部38を形成するため、該型枠切出部38が軽量と
なるため、扱いが容易となる。As described above, in the present embodiment, according to the second aspect, the mold cutting portion 38 is cut out from the mold 10 and the mold cutting portion 38 is rotatable with respect to the mold 10. By providing, the inner plate 18 is rotatably provided on the mold 10, so that the inner plate 18 is rotated and removed from the form position, and after the mold is removed, the inner plate 18 is rotated in the opposite direction. The inner plate 18 can be removed and returned by a rotating operation without separating the inner plate 18 from the mold 10.
Can be carried out smoothly, and according to the first and third aspects, the same actions and effects as those of the above-described embodiments can be obtained. Further, in this example, the flange portions 17B and 17C It is provided on both sides diagonally, and the form cutout 38 is arranged so that the interval between the tips of the flanges 17B and 17C is widened downward, which is the rotation direction at the time of removal. Are formed so as to form a C-shape with each other, so that when the form cut-out portion 38 rotates downward, the overlapping flange portions 17B and 10B overlap.
Also, the flanges 17C and 10C do not slide, and the position can be smoothly adjusted when returning by turning upward. Further, in this example, since the formwork cutout portion 38 is formed by partially cutting the formwork 10, the formwork cutout portion 38 is light in weight, so that handling is easy.
【0026】さらに、各実施例上の効果として、複数の
横梁成型部13,13,13Aを有するPC桁の型枠10におい
て、山側以外の横梁成型部13,13の内側板18,18を取り
外し可能に設けたから、山側の横梁成型部13Aの内側面
を取り外す必要がなく、例えばシェッドなどの屋根を構
成するPC桁等で、現場に合わせて谷側の長さを変え、
長さの異なるPC桁を形成するのに適したものとなる。Further, as an effect of each embodiment, in the form 10 of the PC girder having the plurality of cross beam forming portions 13, 13, 13A, the inner plates 18, 18 of the cross beam forming portions 13, 13 other than the mountain side are removed. Since it is provided as possible, it is not necessary to remove the inner surface of the cross beam forming part 13A on the mountain side, for example, by changing the length of the valley side according to the site with a PC girder etc. constituting the roof such as a shed,
This is suitable for forming PC digits having different lengths.
【0027】尚、本発明は上記各実施例に限定されるも
のではなく、本発明の容易の範囲内において、種々の変
形実施が可能である。例えば、コンクリート成型品の形
状、寸法は適宜選定可能であり、また、横梁部の本数は
4本以上でもよい。さらに、実施例においては、図2
で、左,中の横梁成型部の内側板18,18を取り外し可能
としたが、左,右の横梁成型部の横梁成型部の内側板1
8,18Aを取り外し可能にしたり、中,右の横梁成型部
の内側板18A,18Aを取り外し可能にしたりしてもよ
く、すなわち固定成型部となる横梁成型部に対して、少
なくとも他の横梁成型部の前記固定成型部側の内側板を
取り外し可能に設ければよい。また、本発明の詳細な説
明では、型枠を切断して型枠切出部を形成すると説明し
たが、あらかじめ型枠切出部を除いて型枠を形成すると
共に、その型枠切出部を別個に形成して組み立てるよう
にしてもよいことは言うまでもない。The present invention is not limited to the above embodiments, and various modifications can be made within the scope of the present invention. For example, the shape and dimensions of a concrete molded product can be appropriately selected, and the number of cross beams may be four or more. Further, in the embodiment, FIG.
The inner plates 18, 18 of the left and right cross beam forming sections were made removable, but the inner plates 1 of the left and right cross beam forming sections were removed.
8, 18A may be made removable, and the inner plates 18A, 18A of the middle and right cross beam forming portions may be made removable. That is, at least another cross beam forming portion may be formed for the cross beam forming portion serving as the fixed forming portion. The inner plate on the side of the fixed molding portion of the portion may be provided so as to be removable. Further, in the detailed description of the present invention, it has been described that the formwork is cut out to form the formwork cutout, but the formwork is formed in advance by removing the formwork cutout, and the formwork cutout is formed. May be formed separately and assembled.
【0028】[0028]
【発明の効果】請求項1の発明は、複数の横梁部を一側
に有し、縦方向にプレテンションを与えてなるPC部材
を製造する型枠において、前記型枠の横梁箇所の内側板
を該型枠位置から取り外し可能に設けたものであり、横
梁部の局部的破損を防止し、脱型作業性に優れ、また、
型枠の扱いが容易なプレテンション方式PC部材の型枠
を提供することを目的とする。According to the first aspect of the present invention, there is provided a mold for manufacturing a PC member having a plurality of cross beams on one side and pretensioning in a longitudinal direction, wherein an inner plate at a cross beam portion of the mold is provided. Is provided so as to be removable from the formwork position, prevents local damage of the cross beam, is excellent in demolding workability, and
An object of the present invention is to provide a pretension type PC member formwork in which the formwork can be easily handled.
【0029】請求項2の発明は、前記内側板を前記型枠
に回動可能に設けたものであり、横梁部の局部的破損を
防止し、脱型作業性に優れ、また、型枠の扱いが容易な
プレテンション方式PC部材の型枠を提供することを目
的とする。According to a second aspect of the present invention, the inner plate is rotatably provided on the formwork to prevent local breakage of the cross beam portion, to have excellent workability in removing the mold, and to improve the workability of the formwork. An object of the present invention is to provide a pretension type PC member formwork that is easy to handle.
【0030】請求項3の発明は、前記内側板と型枠との
接合部にそれぞれ接合用鍔部を設けたものであり、横梁
部の局部的破損を防止し、脱型作業性に優れ、また、型
枠の扱いが容易なプレテンション方式PC部材の型枠を
提供することを目的とする。According to a third aspect of the present invention, a joining flange portion is provided at a joining portion between the inner plate and the formwork to prevent local breakage of the cross beam portion, and is excellent in demolding workability. It is another object of the present invention to provide a mold for a pretensioning type PC member in which the mold can be easily handled.
【図1】本発明の第1実施例を示す型枠の断面図であ
る。FIG. 1 is a sectional view of a mold showing a first embodiment of the present invention.
【図2】本発明の第1実施例を示す型枠の側面図であ
る。FIG. 2 is a side view of the mold showing the first embodiment of the present invention.
【図3】本発明の第1実施例を示す平面図である。FIG. 3 is a plan view showing a first embodiment of the present invention.
【図4】本発明の第2実施例を示す型枠の要部の拡大側
面図である。FIG. 4 is an enlarged side view of a main part of a mold showing a second embodiment of the present invention.
【図5】本発明の第3実施例を示す型枠の要部と型枠切
出部との斜視図である。FIG. 5 is a perspective view of a main part of a mold and a cut-out part of the mold, showing a third embodiment of the present invention.
【図6】本発明の第3実施例を示す型枠切出部の断面図
である。FIG. 6 is a cross-sectional view of a cut-out portion of a mold according to a third embodiment of the present invention.
【図7】本発明の第4実施例を示す型枠の断面図であ
る。FIG. 7 is a sectional view of a mold showing a fourth embodiment of the present invention.
【図8】PC桁の一部切欠き斜視図である。FIG. 8 is a partially cutaway perspective view of a PC girder.
【符号の説明】 3 横梁部 10 型枠 18 内側板 10A,10B,10C,17A,17B,17C 接合用鍔部 27 PC部材[Description of Signs] 3 Cross beam part 10 Formwork 18 Inner plate 10A, 10B, 10C, 17A, 17B, 17C Flange part for joining 27 PC member
フロントページの続き (72)発明者 石塚 努 北海道帯広市西八条南29丁目5番地 帯 広コンクリート株式会社内 (56)参考文献 特開 平5−138639(JP,A) (58)調査した分野(Int.Cl.7,DB名) B28B 7/00 - 7/46 B28B 23/00 - 23/22 E01F 7/04 Continuation of front page (72) Inventor Tsutomu Ishizuka 29-5, Nishi-Hachijo Minami, Obihiro City, Hokkaido Obihiro Concrete Co., Ltd. (56) References JP-A-5-138639 (JP, A) (58) Fields investigated ( Int.Cl. 7 , DB name) B28B 7/ 00-7/46 B28B 23/00-23/22 E01F 7/04
Claims (3)
レテンションを与えてなるPC部材を製造する型枠にお
いて、前記型枠の横梁箇所の内側板を該型枠位置から取
り外し可能に設けたことを特徴とするプレテンション方
式PC部材の型枠。1. A mold for manufacturing a PC member having a plurality of cross beams on one side and pretensioning in a longitudinal direction, wherein an inner plate at a cross beam portion of the mold is removed from the position of the mold. A mold frame for a pretensioning type PC member, which is provided as possible.
たことを特徴とする請求項1記載のプレテンション方式
PC部材の型枠。2. The pretension type PC member according to claim 1, wherein the inner plate is rotatably provided on the mold.
接合用鍔部を設けたことを特徴とする請求項1又は2記
載のプレテンション方式PC部材の型枠。3. The mold for a pretensioning type PC member according to claim 1, wherein a joining flange is provided at a joint between the inner plate and the mold.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8092887A JP3013355B2 (en) | 1996-04-15 | 1996-04-15 | Pretension type PC member formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8092887A JP3013355B2 (en) | 1996-04-15 | 1996-04-15 | Pretension type PC member formwork |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH09277243A JPH09277243A (en) | 1997-10-28 |
| JP3013355B2 true JP3013355B2 (en) | 2000-02-28 |
Family
ID=14066974
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8092887A Expired - Lifetime JP3013355B2 (en) | 1996-04-15 | 1996-04-15 | Pretension type PC member formwork |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3013355B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109571747B (en) * | 2018-11-23 | 2021-07-06 | 上海市政预制技术开发有限公司 | Construction method of broken line pretensioning prestressed double T-beam |
-
1996
- 1996-04-15 JP JP8092887A patent/JP3013355B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH09277243A (en) | 1997-10-28 |
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