JPH0455548A - Pc form benpable and manufacturing method thereof - Google Patents
Pc form benpable and manufacturing method thereofInfo
- Publication number
- JPH0455548A JPH0455548A JP16288490A JP16288490A JPH0455548A JP H0455548 A JPH0455548 A JP H0455548A JP 16288490 A JP16288490 A JP 16288490A JP 16288490 A JP16288490 A JP 16288490A JP H0455548 A JPH0455548 A JP H0455548A
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- concrete
- notch
- net
- bending
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000004519 manufacturing process Methods 0.000 title claims description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 18
- 238000005452 bending Methods 0.000 claims abstract description 13
- 238000009415 formwork Methods 0.000 claims description 53
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 238000000034 method Methods 0.000 claims description 7
- 239000002344 surface layer Substances 0.000 claims description 7
- 239000013013 elastic material Substances 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 3
- 238000000465 moulding Methods 0.000 description 3
- 239000002023 wood Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 229920006231 aramid fiber Polymers 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明は、梁や柱等の構築において打設コンクリート
の型枠をなすと共に、コンクリートの硬化後は一体化し
た構造躯体を呈し、脱型が不要ないわゆる打込み型枠に
なる折曲げ可能なPC型枠およびその製造方法に関する
。[Detailed Description of the Invention] (Field of Industrial Application) This invention forms a formwork for poured concrete in the construction of beams, columns, etc., and after the concrete hardens, it becomes an integrated structural frame and is removed from the mold. The present invention relates to a bendable PC formwork that is a so-called driving formwork that does not require a mold, and a method for manufacturing the same.
(発明の背景)
従来、梁や柱等の構築は、配筋を施すと共に周囲に型枠
板を取付け、この型枠板内にコンクリートを打設するこ
とで行われていたが、そうした工法では、打設コンクリ
ート硬化後に型枠板の取外し作業を要することから、手
間がかかり煩しく、作業性に劣る不都合があった。(Background of the invention) Traditionally, beams, columns, etc. were constructed by arranging reinforcement, attaching formwork plates around them, and pouring concrete into the formwork plates. However, since it is necessary to remove the formwork plates after the poured concrete has hardened, it is time-consuming and cumbersome, and the workability is poor.
このため、型枠部材は梁や柱等の外形に合せて予めコン
クリート等により成形してなし、すなわちいわゆるPC
型枠とし、これを用いて梁や柱等の構築を行い、一体化
に施工することが知られており、これにより型枠板の取
外し作業は不要となり、施工の合理化は図りうるものの
、PC型枠には次のような問題があった。For this reason, formwork members are pre-formed with concrete or the like to match the external shape of beams, columns, etc.
It is known that formwork is used to construct beams, columns, etc., and the construction is carried out in an integrated manner.This eliminates the need to remove formwork plates and streamlines construction, but The formwork had the following problems.
すなわち、梁や柱等のPC型枠としては略U字状断面の
ものが一般的であり、この場合、型枠が立上り部位を有
するためこれを製造する際にコンクリート打設が容易で
はなく、均一に充填できずに打設不良を招くおそれがあ
る。一方打継ぎ打設したのでは品質にバラツキを生じか
ねず、また、略U字状断面の立体物なので保管や運搬に
際しかさばることになり、さらには薄肉に成形する場合
には上記の問題に加えて脱型時に破損のおそれもあった
。In other words, PC formwork for beams, columns, etc. generally has a substantially U-shaped cross section, and in this case, since the formwork has an upright part, it is difficult to pour concrete when manufacturing it. There is a risk that the filling may not be uniform, resulting in poor placement. On the other hand, pouring joints may cause variations in quality, and since it is a three-dimensional object with a roughly U-shaped cross section, it will be bulky to store and transport.Furthermore, when molding into thin walls, in addition to the above problems, There was also a risk of damage during demolding.
そこで、本出願人にあっては、例えば先の特願平2−1
10343号や特願平2−110344号に開示のごと
き折曲げ可能なPC型枠を提案した。すなわちその先提
案のものは、PC板の表面に直線状の切欠き部を設け、
その切欠き部に沿って折曲げ可能としている。従って、
PC型枠としては平板状のものを製造するのでコンクリ
ート打設は容易であり、また平板状なので保管や運搬に
際しかさばらず、実際の使用に際しては現場等で適宜に
折曲げれば良い等、前述の問題点の改善を図りうる。Therefore, the present applicant, for example,
10343 and Japanese Patent Application No. 2-110344, we proposed bendable PC formwork. In other words, the previous proposal has a linear notch on the surface of the PC board,
It can be bent along the notch. Therefore,
As the PC formwork is manufactured in the form of a flat plate, it is easy to place concrete, and since it is flat, it does not take up much bulk when stored or transported, and when actually used, it can be bent appropriately on site, etc. It is possible to improve the problems of
しかしながら、そうしたものでは、直線状の切欠き部に
沿って折曲げたときにその折曲げ部位に沿っての止水が
不完全であり、これを粱や柱等の型枠となすも内部に打
設したコンクリートおよびその水分が漏れる不都合があ
った。However, when such a material is bent along a straight notch, water stoppage along the bent part is incomplete, and even if this is used as a formwork for a katana or a pillar, there is no water inside. There was an inconvenience that the poured concrete and its water leaked.
この発明は、上記のような背景に鑑みてなされたもので
あり、折曲げ部位に沿っての水漏れを防止できる折曲げ
可能なPC型枠およびその製造方法の提供を目的とする
。The present invention has been made in view of the above-mentioned background, and aims to provide a bendable PC formwork that can prevent water leakage along the bending portion, and a method for manufacturing the same.
(課題を解決するための手段)
上記目的を達成するため、この発明は、PC板の表面に
設けた直線状の切欠き部に沿って折曲げ可能なものであ
って、少なくとも切欠き部部位に埋設され補強筋をなす
網と、当該切欠き部に配されてその表層を覆うゴムなど
耐水性の弾性部材とを備えたことを特徴とする。(Means for Solving the Problems) In order to achieve the above object, the present invention provides a PC board that is bendable along a linear notch provided on the surface of the PC board, at least at the notch portion. It is characterized by comprising a net embedded in the notch to form a reinforcing bar, and a water-resistant elastic member such as rubber placed in the notch and covering the surface layer thereof.
そして、その製造方法は、外周を側板で取囲んでなる平
板の型枠内に、棒状の仮部材を適宜間隔にセットすると
共に、補強筋をなす網を配置し、このとき仮部材の表面
にはゴムなど耐水性の弾性部材を予め配しておき、次い
で型枠内にコンクリートを打設し、その打設コンクリー
トが硬化した後に仮部材および型枠を脱型することを特
徴とする。The manufacturing method involves setting rod-shaped temporary members at appropriate intervals within a flat plate formwork whose outer periphery is surrounded by side plates, and placing nets that serve as reinforcing bars on the surface of the temporary members. The method is characterized in that a water-resistant elastic member such as rubber is placed in advance, then concrete is poured into the formwork, and after the poured concrete has hardened, the temporary member and the formwork are removed from the mold.
また、製造方法には、外周を側板で取囲んでなる平板の
型枠内に、ゴムなど耐水性の弾性部材により所定の凹断
面に成形した棒状部材を適宜間隔に配置すると共に、補
強筋をなす網を配置し、次いで型枠内にコンクリートを
打設し、棒状部材と打設コンクリートとを固着させた後
に型枠を脱型することを特徴とする。In addition, the manufacturing method involves arranging rod-shaped members formed into a predetermined concave cross-section from a water-resistant elastic material such as rubber at appropriate intervals within a flat plate formwork whose outer periphery is surrounded by side plates, and reinforcing bars. The method is characterized in that a net is placed, then concrete is poured into the formwork, and the formwork is removed after the rod-shaped members and the poured concrete are fixed.
(作 用)
以上のように構成すると、切欠き部に沿って折曲げるこ
とができる。そして、切欠き部に沿っての折曲げに際し
当該部位のコンクリートには亀裂や剥落を生ずるも埋設
した網か補強のヒンジとなり切断には至らず、自在に折
曲げできる。(Function) With the above structure, it can be bent along the notch. When bending along the notch, cracks or flakes occur in the concrete at that part, but the embedded net acts as a reinforcing hinge and does not result in cutting, allowing the concrete to be bent freely.
ここで、切欠き部の折曲げを弾性部材の配設側に行えば
、つまり切欠き部の表層を覆う弾性部材が内側に折曲げ
られる向きに折曲げれば、弾性部材は折曲げ部位の内側
で圧接になり、当該部位に沿っての目止めとなる。Here, if the notch is bent toward the side where the elastic member is provided, that is, if the elastic member covering the surface layer of the notch is bent inward, the elastic member will It forms a pressure contact on the inside and serves as a seal along the area.
(実 施 例)
以下、この発明の実施例を添付図面を参照しながら説明
する。(Embodiments) Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings.
第1図は、本発明による折曲げ可能なPC型枠の好適な
一実施例を示す断面図であり、第2図はその要部を拡大
して示す部分断面図である。FIG. 1 is a sectional view showing a preferred embodiment of a bendable PC formwork according to the present invention, and FIG. 2 is a partial sectional view showing an enlarged main part thereof.
同図はすでに折曲げた後の状態を示しており、このPC
型枠1は、PC板の表面に設けた直線状の切欠き部2に
沿って折曲げ可能なものであって、基本的には、少なく
とも切欠き部2部位に埋設されて補強筋をなす網3と、
切欠き部2に配されてその表層を覆うゴムなど耐水性の
弾性部材4とを備えて構成される。The figure shows the state after it has already been bent, and this PC
The formwork 1 is bendable along a linear notch 2 provided on the surface of the PC board, and is basically embedded in at least two notches to form reinforcing bars. Net 3 and
A water-resistant elastic member 4 such as rubber is disposed in the notch 2 and covers the surface thereof.
そして切欠き部2は、製造時状態つまり折曲げ前の状態
を示す第3図および第4図かられがるように所定の凹断
面に成形され、本実施例では略■字状断面に成形されて
おり、この成形は略三角形状の断面を有する棒状の面木
5を型にして行われる。The cutout portion 2 is formed into a predetermined concave cross section as shown in FIGS. 3 and 4 showing the manufacturing state, that is, the state before bending, and in this example, it is formed into a substantially ■-shaped cross section. This molding is performed using a rod-shaped face piece 5 having a substantially triangular cross section as a mold.
また網3は、金網でも良いが、高強度で軽量化を図れ、
コンクリートのかぶり厚の不足による錆の発生を防げる
などによりガラス繊維や炭素繊維あるいはアラミド繊維
等によるものが好ましく、少なくとも切欠き部2部位に
埋設すれば良いが、本実施例ではPC板の全面に渡って
埋設される。Also, the mesh 3 may be a wire mesh, but it should have high strength and be lightweight.
It is preferable to use fibers made of glass fiber, carbon fiber, aramid fiber, etc. to prevent rust caused by insufficient cover thickness of concrete, and it is sufficient to bury them in at least two notches, but in this example, the fibers are buried in the entire surface of the PC board. Crossed over and buried.
第3図は、製造途上にあり脱型前のPC型枠を示す断面
図であり、第4図はその要部を拡大して示す部分断面図
である。FIG. 3 is a sectional view showing the PC formwork which is in the process of being manufactured and has not yet been removed from the mold, and FIG. 4 is a partial sectional view showing an enlarged main part thereof.
PC型枠1の製造においては、まず底板の外周を側板で
取囲んで平板の型枠6を構成し、この型枠6内に、棒状
の仮部材をなす所定の断面形状(本実施例では略三角形
状)の面木5を適宜間隔にセットすると共に、補強筋を
なす網3を配置する。本実施例では、二本の面木5.5
を平行させ、各々型枠6の側板上部部位に渡架しており
、型枠6内で成形になるPC型枠1の上面に切欠き部2
を形成することにしている。また、網3は、面木5部位
では下方に偏し、他部位では中間高さとなるように波状
に配置する。In manufacturing the PC formwork 1, first, the outer periphery of the bottom plate is surrounded by side plates to form a flat formwork 6, and within this formwork 6, a predetermined cross-sectional shape (in this example, a bar-shaped temporary member) is formed. The planks 5 (approximately triangular) are set at appropriate intervals, and the nets 3 forming reinforcing bars are placed. In this example, two mengi 5.5
are parallel to each other and are suspended over the upper part of the side plate of the formwork 6, and a notch 2 is formed on the upper surface of the PC formwork 1 that is molded within the formwork 6.
We are planning to form a Further, the net 3 is arranged in a wavy manner so that it is biased downward at the face wood 5 part and has an intermediate height at other parts.
このとき、各面木5,5の表面にはゴムなど耐水性の弾
性部材4を予め配しておく。この弾性部材4は、面木5
の表面にフィツトする形状、すなわち略■字状断面で直
線状に成形されており、打設コンクリートの表層を覆う
ものとなる。At this time, a water-resistant elastic member 4 such as rubber is placed on the surface of each face piece 5, 5 in advance. This elastic member 4 has a face wood 5
It is shaped to fit the surface of the concrete, that is, it is formed linearly with a substantially square cross section, and it covers the surface layer of the poured concrete.
上述の作業の後、型枠6内にコンクリート7を打設し、
その打設コンクリート7が硬化した後に面木5,5およ
び型枠6を脱型する。After the above-mentioned work, concrete 7 is poured into the formwork 6,
After the poured concrete 7 has hardened, the face timbers 5, 5 and the formwork 6 are removed from the mold.
これにより、二本の面木5.5を取去った部位には切欠
き部2.2が形成になり、コンクリート7からなる平板
状のPC型枠1が完成する。As a result, a notch 2.2 is formed in the area where the two face pieces 5.5 have been removed, and a flat PC formwork 1 made of concrete 7 is completed.
このPC型枠1は、切欠き部2,2に沿って容易に折曲
げることができる。すなわち、切欠き部2に沿っての折
曲げに際し当該部位のコンクリート7には亀裂や剥落を
生ずるものの、埋設した網3が補強のヒンジとなるため
切断には至らず、自在に折曲げできる。ここで、切欠き
部2の折曲げを弾性部材4の配役側に行えば、つまり第
1図に示すように、切欠き部2の表層を覆う弾性部材4
が内側に折曲げられる向きに折曲げれば、弾性部材4は
折曲げ部位の内側で圧接になり、当該部位に沿っての目
止めとなる。これによりPCC型枠金略U字状断面のい
わゆる打込み型枠となすことができ、折曲げ部位に沿っ
ての水漏れを防止できる。This PC formwork 1 can be easily bent along the notches 2, 2. That is, when bending along the notch 2, although cracks and peeling occur in the concrete 7 at the relevant part, the buried net 3 acts as a reinforcing hinge, so the breakage does not occur and the concrete 7 can be bent freely. Here, if the notch part 2 is bent toward the casting side of the elastic member 4, as shown in FIG.
When the elastic member 4 is bent inwardly, the elastic member 4 is pressed against the inside of the bent portion, and serves as a seal along the bent portion. As a result, a so-called driven formwork having a substantially U-shaped cross section of the PCC formwork metal can be formed, and water leakage along the bent portion can be prevented.
さて、第5図〜第7図は、各々本発明の他の実施例の要
部を拡大して示す部分断面図である。Now, FIGS. 5 to 7 are partial cross-sectional views showing enlarged main parts of other embodiments of the present invention.
PC型枠1の製造においては、棒状の仮部材をなす面木
5は省略しても良く、また切欠き部2の表層を覆う弾性
部材4の幅も適宜に変更可能である。例えば第5図に示
すように、ゴムなど耐水性の弾性部材40を所定の凹断
面(本実施例では略U字状断面)に成形して棒状部材4
5になし、これを面木5と同様に成形の型として機能さ
せると共に、切欠き部2の表層を覆うものとしても良く
、この場合脱型の手間を省けると共に、棒状部材45が
切欠き部2の表層全域を覆うことになるので折曲げたと
きの圧接幅を大きくでき、圧接のムラによる止水効果の
低減を防げる。In manufacturing the PC formwork 1, the face wood 5, which is a bar-shaped temporary member, may be omitted, and the width of the elastic member 4 covering the surface layer of the notch portion 2 may be changed as appropriate. For example, as shown in FIG. 5, a water-resistant elastic member 40 such as rubber is formed into a predetermined concave cross section (in this embodiment, a substantially U-shaped cross section) and a rod-like member 40 is formed.
5, it may function as a mold for molding similarly to the face piece 5, and may also be used to cover the surface layer of the notch 2. In this case, the effort of demolding can be saved, and the rod-shaped member 45 can be used as a mold for forming the notch. Since the entire surface layer of 2 is covered, the width of pressure contact when folded can be increased, and a reduction in the water-stopping effect due to uneven pressure contact can be prevented.
また、切欠き部2の形成も第6図に示すようにPC型枠
1の下側面としても良く、網3の配置も第7図に示すよ
うに切欠き部2以外の肉厚な部位で二重にするなど適宜
に変更可能である。Furthermore, the notch 2 may be formed on the lower surface of the PC formwork 1 as shown in FIG. 6, and the mesh 3 may be arranged in a thick part other than the notch 2 as shown in FIG. It can be changed as appropriate, such as by making it double.
(発明の効果)
以上、実施例で詳細に説明したように、この発明にかか
る折曲げ可能なPC型枠およびその製造方法によれば、
PC型枠は切欠き部に沿って折曲げることができ、ここ
で切欠き部の折曲げを弾性部材の配設側に行えば、弾性
部材は折曲げ部位の内側で圧接になり、当該部位に沿っ
ての目止めとなる。これにより、PC型枠を所定の折曲
げ形状のいわゆる打込み型枠となすことができ、折曲げ
部位に沿って水漏れを防止できる。(Effects of the Invention) As described above in detail in the examples, according to the bendable PC formwork and the manufacturing method thereof according to the present invention,
The PC formwork can be bent along the notch, and if the notch is bent to the side where the elastic member is placed, the elastic member will be pressed against the inside of the bent part, and the part will be bent. It serves as a stop along the road. Thereby, the PC formwork can be formed into a so-called driving formwork with a predetermined bending shape, and water leakage can be prevented along the bending part.
j11図は本発明の一実施例を示す断面図、第2図は第
1図の要部を示す部分断面図、第3図は製造途上にある
PC型枠を示す断面図、第4図は第3図の要部を示す部
分断面図、第5図〜第7図は各々他の実施例の要部を示
す部分断面図である。Figure j11 is a cross-sectional view showing one embodiment of the present invention, Figure 2 is a partial cross-sectional view showing the main part of Figure 1, Figure 3 is a cross-sectional view showing a PC formwork in the process of being manufactured, and Figure 4 is a cross-sectional view showing the main part of Figure 1. FIG. 3 is a partial sectional view showing the main part, and FIGS. 5 to 7 are partial sectional views showing the main part of other embodiments.
Claims (3)
折曲げ可能なものであって、少なくとも切欠き部部位に
埋設され補強筋をなす網と、該切欠き部に配されてその
表層の少なくとも一部を覆うゴムなど耐水性の弾性部材
とを備えたことを特徴とする折曲げ可能なPC型枠。(1) A device that can be bent along a linear notch provided on the surface of a PC board, and includes at least a net embedded in the notch to form a reinforcing bar, and a net disposed in the notch. A bendable PC formwork characterized by comprising a water-resistant elastic member such as rubber that covers at least a part of its surface layer.
の仮部材を適宜間隔にセットすると共に、補強筋をなす
網を配置し、このとき上記仮部材の表面にはゴムなど耐
水性の弾性部材を予め配しておき、次いで該型枠内にコ
ンクリートを打設し、その打設コンクリートが硬化した
後に該仮部材および該型枠を脱型することを特徴とする
折曲げ可能なPC型枠の製造方法。(2) Within a flat plate formwork whose outer periphery is surrounded by side plates, rod-shaped temporary members are set at appropriate intervals, and a net that serves as reinforcing bars is placed, and at this time, the surface of the temporary members is covered with rubber, etc. A bending method characterized by placing a water-resistant elastic member in advance, then pouring concrete into the formwork, and removing the temporary member and the formwork after the poured concrete has hardened. Possible method of manufacturing PC formwork.
など耐水性の弾性部材により所定の凹断面に成形した棒
状部材を適宜間隔に配置すると共に、補強筋をなす網を
配置し、次いで該型枠内にコンクリートを打設し、該棒
状部材と打設コンクリートとを固着させた後に該型枠を
脱型することを特徴とする折曲げ可能なPC型枠の製造
方法。(3) Within a flat plate formwork whose outer periphery is surrounded by side plates, rod-shaped members made of a water-resistant elastic material such as rubber and formed into a predetermined concave cross section are arranged at appropriate intervals, and a net to form reinforcing bars is also arranged. A method for producing a bendable PC formwork, which comprises: then pouring concrete into the formwork, fixing the bar member and the cast concrete, and then removing the formwork.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2162884A JP2539942B2 (en) | 1990-06-22 | 1990-06-22 | Bendable PC form and method of manufacturing the same |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2162884A JP2539942B2 (en) | 1990-06-22 | 1990-06-22 | Bendable PC form and method of manufacturing the same |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0455548A true JPH0455548A (en) | 1992-02-24 |
JP2539942B2 JP2539942B2 (en) | 1996-10-02 |
Family
ID=15763094
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2162884A Expired - Lifetime JP2539942B2 (en) | 1990-06-22 | 1990-06-22 | Bendable PC form and method of manufacturing the same |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2539942B2 (en) |
-
1990
- 1990-06-22 JP JP2162884A patent/JP2539942B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JP2539942B2 (en) | 1996-10-02 |
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