JPS6215379Y2 - - Google Patents
Info
- Publication number
- JPS6215379Y2 JPS6215379Y2 JP1980161768U JP16176880U JPS6215379Y2 JP S6215379 Y2 JPS6215379 Y2 JP S6215379Y2 JP 1980161768 U JP1980161768 U JP 1980161768U JP 16176880 U JP16176880 U JP 16176880U JP S6215379 Y2 JPS6215379 Y2 JP S6215379Y2
- Authority
- JP
- Japan
- Prior art keywords
- protrusion
- board
- frame
- reinforced concrete
- section
- 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
Links
- 239000011150 reinforced concrete Substances 0.000 claims description 5
- 239000011210 fiber-reinforced concrete Substances 0.000 claims description 4
- 239000004567 concrete Substances 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 239000011178 precast concrete Substances 0.000 claims description 3
- 239000011203 carbon fibre reinforced carbon Substances 0.000 description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 238000001125 extrusion Methods 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 230000000630 rising effect Effects 0.000 description 3
- 229920000049 Carbon (fiber) Polymers 0.000 description 2
- 238000007664 blowing Methods 0.000 description 2
- 239000004917 carbon fiber Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 239000010425 asbestos Substances 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000012783 reinforcing fiber Substances 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 229910052895 riebeckite Inorganic materials 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Panels For Use In Building Construction (AREA)
Description
【考案の詳細な説明】
この考案は主としてカーテンウオールに使用す
るプレキヤストコンクリート板(以下PC板とい
う)に関するものである。[Detailed description of the invention] This invention mainly relates to precast concrete boards (hereinafter referred to as PC boards) used for curtain walls.
この種のPC板としては、鉄筋コンクリート板
の周縁部にメタルを設けたものがあるが、このよ
うなPC板では外観体裁が悪く、熱膨張率の差で
メタルが剥離する欠点があつた。さらに、メタル
に水密、気密用のゴム材を貼り付けなければなら
ない欠点があつた。 This type of PC board has metal attached to the periphery of a reinforced concrete board, but such PC boards have an unsightly appearance and have the disadvantage that the metal peels off due to differences in thermal expansion coefficients. Furthermore, there was a drawback that a watertight and airtight rubber material had to be attached to the metal.
この考案はこのような欠点を解消すべく創案さ
れたもので、その目的は外観体裁が良く、目地の
形成が容易であるとともに比較的安価に製造し得
るPC板を提供することにある。 This invention was devised to eliminate these drawbacks, and its purpose is to provide a PC board that has a good appearance, allows easy formation of joints, and can be manufactured at a relatively low cost.
この考案に係るPC板は、鉄筋コンクリートか
らなる板の周縁部に炭素繊維補強コンクリート等
の繊維補強コンクリートを一体的に設けたもので
ある。 The PC board according to this invention is one in which fiber-reinforced concrete such as carbon fiber-reinforced concrete is integrally provided on the peripheral edge of a board made of reinforced concrete.
以下この考案を図示する一実施例に基づいて説
明する。第1図に示すようにこの考案に係るPC
板は鉄筋コンクリート板1(以下RC板という)
と、このRC板1の周縁部に一体的に設けられた
炭素繊維補強コンクリート枠2(以下CFRC枠と
いう)とからなる。このCFRC枠2とRC板1と
は蟻継ぎ3によつて一体構造とされている。 This invention will be explained below based on an illustrated embodiment. As shown in Figure 1, the PC according to this invention
The board is reinforced concrete board 1 (hereinafter referred to as RC board)
and a carbon fiber reinforced concrete frame 2 (hereinafter referred to as CFRC frame) which is integrally provided on the peripheral edge of this RC board 1. The CFRC frame 2 and the RC board 1 are integrally constructed by a dovetail joint 3.
第2図に示すのはこのような構成のPC板の横
目地であり、上部PC板の下部に設けられ室外側
で下方に突出する突出部4を有する断面略下縁部
を設けた上部CFRC枠2Aと、下部PC板の上部
に設けられ室内側で上方に立上がる突出部5を有
する断面略上縁部を設けた下部CFRC枠2Bとで
構成されている。 What is shown in Fig. 2 is the horizontal joint of a PC board with such a configuration, and the upper CFRC has a cross-section approximately at the lower edge with a protrusion 4 provided at the bottom of the upper PC board and protruding downward on the outdoor side. It is composed of a frame 2A and a lower CFRC frame 2B having a substantially upper edge in cross section with a protrusion 5 provided on the upper part of the lower PC board and rising upward on the indoor side.
このような構成において、突出部4と突出部5
との間に外気との等圧空間が形成されこれにより
風の吹込みが緩和されるとともに水返しとなる斜
め下方に突出した突条8,9により水滴の上昇が
防止され、さらにガスケツト12,13により水
密性、気密性を保つている。 In such a configuration, the protrusion 4 and the protrusion 5
An equal-pressure space with the outside air is formed between the gasket 12 and the gasket 12, which alleviates the blowing of wind and prevents water droplets from rising due to the diagonally downward protruding ridges 8 and 9 that serve as water deflectors. 13 maintains watertightness and airtightness.
次に、第3図、第4図に示すのは縦目地を示す
ものであり、一方のPC板の側部CFRC枠2Cは
室内側に突出部14を有する断面略L字状とさ
れ、他方のPC板の側部CFRC枠2Dは室外側に
突出部15を有する断面略L字状とされている。
突出部14および15の対向側面にはそれぞれ蟻
溝16および17が設けられ、枠2Dおよび枠2
Cの対向側面における前記蟻溝16および17に
対向する部分にもそれぞれ蟻溝18および19が
設けられ、それぞれの蟻溝16,17,18,1
9にガスケツト20,21,22,23が取付け
られる。さらに、第3図に示すように枠2Cにお
ける蟻溝19と突出部14との間の対向側面には
室外側に向かつて下り勾配の多数の突条24が形
成され、進入した雨水が室外側下方に落下するよ
うにされている。枠2Dにも同様の突条24が形
成されている。このような突条24は枠2の押出
成形後硬化する前にプレスで型打ちされる。 Next, FIGS. 3 and 4 show vertical joints, in which the side CFRC frame 2C of one PC board has a roughly L-shaped cross section with a protrusion 14 on the indoor side, and the other The side CFRC frame 2D of the PC board has a substantially L-shaped cross section with a protrusion 15 on the outdoor side.
Dovetail grooves 16 and 17 are provided on opposite side surfaces of the protrusions 14 and 15, respectively, and the frame 2D and the frame 2
Dovetail grooves 18 and 19 are also provided on the opposite side surface of C at the portions opposite to the dovetail grooves 16 and 17, respectively.
Gaskets 20, 21, 22, and 23 are attached to 9. Further, as shown in FIG. 3, a large number of protrusions 24 having a downward slope toward the outdoor side are formed on the opposing side surface between the dovetail groove 19 and the protrusion 14 in the frame 2C, so that the rainwater that has entered is directed toward the outdoor side. It is made to fall downward. A similar protrusion 24 is also formed on the frame 2D. Such protrusions 24 are stamped with a press after extrusion molding of the frame 2 and before hardening.
以上のような枠2A,2B,2C,2Dは押出
成形により製造されるため前述のような突出部、
蟻溝、水返し突片は容易に成形されることにな
る。また、このようなPC板の製造に際しては押
出成形された各枠2A,2B,2C,2Dを額縁
状に枠組みし、これら枠を側型枠として鉄筋を配
設しコンクリートを打設することになる。 Since the frames 2A, 2B, 2C, and 2D described above are manufactured by extrusion molding, the above-mentioned protrusions,
Dovetail grooves and water return protrusions can be easily formed. In addition, when manufacturing such a PC board, the extruded frames 2A, 2B, 2C, and 2D are framed in the shape of a picture frame, and these frames are used as side forms to arrange reinforcing bars and pour concrete. Become.
なお、枠の補強繊維としては炭素繊維の他、グ
ラスフアイバー、石綿等がある。 In addition to carbon fiber, reinforcing fibers for the frame include glass fiber, asbestos, and the like.
この考案は以上のような構成からなるので次の
ような効果を奏する。 This invention has the above-mentioned configuration and has the following effects.
本体、枠ともコンクリート製品であるため外
観体裁が良い。 Both the main body and frame are made of concrete, giving it a good appearance.
枠は押出成形で成形された複雑な形状の目地
も容易に成形可能であり、大量生産が可能で比
較的安価にPC板を製造できる。 The frame is formed by extrusion molding, and complex-shaped joints can be easily formed, making mass production possible and making PC boards relatively inexpensive.
枠は繊維補強コンクリート製とされているた
め、PC板の補強材を少なくすることができ
る。 Since the frame is made of fiber-reinforced concrete, the amount of reinforcing material for the PC board can be reduced.
側型枠が不要となると共に特に壁面の横目地
からは風の吹込みが緩和され、水滴の上昇が防
止される。 In addition to eliminating the need for side forms, the blowing of wind from side joints in the wall is alleviated, and water droplets are prevented from rising.
第1図はこの考案に係るPC板を示す正面図、
第2図は同様のPC板の横目地部分を示す断面
図、第3図、第4図は縦目地部分を示す斜視図、
断面図である。
1……RC板、2,2A,2B,2C,2D…
…CFRC板、3……蟻継ぎ、4,5……突出部、
6,7……スラント面、8,9……水返し突条、
10,11……蟻溝、12,13……ガスケツ
ト、14,15……突出部、16,17,18,
19……蟻溝、20,21,22,23……ガス
ケツト、24……突条。
Figure 1 is a front view showing the PC board according to this invention.
Figure 2 is a sectional view showing the horizontal joints of a similar PC board, Figures 3 and 4 are perspective views showing the vertical joints,
FIG. 1...RC board, 2, 2A, 2B, 2C, 2D...
...CFRC board, 3...Dovetail joint, 4, 5...Protrusion part,
6, 7... Slant surface, 8, 9... Water return protrusion,
10, 11... Dovetail groove, 12, 13... Gasket, 14, 15... Projection, 16, 17, 18,
19...Dovetail groove, 20, 21, 22, 23...Gasket, 24...Protrusion.
Claims (1)
維補強コンクリートを蟻継ぎにより一体的に構成
したプレキヤストコンクリート板の下部には室外
側で下方に突出する突出部を有する断面略L字状
の下縁部を設け、コンクリート板の上部には室内
側で上方に立上がる突出部を有する断面略L字形
の上縁部を設けると共に、前者の突出部には室内
側に後者の突出部には室外側にそれぞれ斜め下方
に突出した数条の突条が設けられていることを特
徴とするプレキヤストコンクリート板。 The lower edge of the precast concrete plate, which is made by integrally forming extruded fiber-reinforced concrete on the peripheral edge of the reinforced concrete plate with dovetail joints, is approximately L-shaped in cross section and has a protrusion that protrudes downward on the outdoor side. The upper edge of the concrete plate has an approximately L-shaped cross section with a protrusion that rises upward on the indoor side, and the former protrusion has an indoor side and the latter protrusion has an outdoor side. A precast concrete board characterized by having several protrusions that protrude diagonally downward.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1980161768U JPS6215379Y2 (en) | 1980-11-12 | 1980-11-12 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1980161768U JPS6215379Y2 (en) | 1980-11-12 | 1980-11-12 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5784216U JPS5784216U (en) | 1982-05-25 |
JPS6215379Y2 true JPS6215379Y2 (en) | 1987-04-18 |
Family
ID=29520658
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1980161768U Expired JPS6215379Y2 (en) | 1980-11-12 | 1980-11-12 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6215379Y2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS58104215U (en) * | 1982-01-09 | 1983-07-15 | 株式会社竹中工務店 | Waterproof structure of vertical joints of curtain wall applying isobaric theory |
JPH0642031Y2 (en) * | 1984-10-25 | 1994-11-02 | 三菱化成株式会社 | Eaves |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4825020A (en) * | 1971-08-04 | 1973-04-02 |
-
1980
- 1980-11-12 JP JP1980161768U patent/JPS6215379Y2/ja not_active Expired
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4825020A (en) * | 1971-08-04 | 1973-04-02 |
Also Published As
Publication number | Publication date |
---|---|
JPS5784216U (en) | 1982-05-25 |
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