JPS6324760Y2 - - Google Patents
Info
- Publication number
- JPS6324760Y2 JPS6324760Y2 JP1983023511U JP2351183U JPS6324760Y2 JP S6324760 Y2 JPS6324760 Y2 JP S6324760Y2 JP 1983023511 U JP1983023511 U JP 1983023511U JP 2351183 U JP2351183 U JP 2351183U JP S6324760 Y2 JPS6324760 Y2 JP S6324760Y2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- synthetic resin
- cap
- shaped
- joint
- 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
Landscapes
- Building Environments (AREA)
- Floor Finish (AREA)
- Road Paving Structures (AREA)
Description
【考案の詳細な説明】
本考案は建物や道路面等コンクリート構造物の
気温の変化に伴う伸縮等に起因して発生する押さ
えコンクリートの亀裂防止の用に供されるコンク
リート用目地切材のキヤツプの改良に係るもので
あつて、その目的とするところは施工時における
目地材に対する掴持力を低下させることなく打設
された押さえコンクリートに対する結合性および
伸縮に対する追随性を向上し、以て経時変化に伴
う雨水の侵入を防止せしめることにある。[Detailed description of the invention] This invention is a cap for joint cutting material for concrete that is used to prevent cracks in pressed concrete that occur due to expansion and contraction due to changes in temperature of concrete structures such as buildings and road surfaces. The purpose is to improve the bondability to the poured concrete and the ability to follow expansion and contraction without reducing the gripping force on the joint material during construction, and to improve the ability to follow expansion and contraction over time. The purpose is to prevent rainwater from entering due to changes.
この種コンクリート用目地切材としては発泡長
尺板等からなる目地材の頂部に硬質合成樹脂から
なる断面略Π状の長尺枠体からなるキヤツプを嵌
着してなるものが一般に使用され、これがコンク
リートの打設予定面たるスラブコンクリート上の
防水シート面に設置され、打設される押さえコン
クリートの流れ勾配の形成に伴う厚みに対応する
ように目地材に対するキヤツプの嵌着度合を調整
しながらコンクリート目地材の基準面高さを調整
し上記押さえコンクリートが打設されるが、キヤ
ツプは構造上、下方の開口部近傍においては横方
向に移動するも上方部においては水平板にて固定
されているために押さえコンクリートの伸縮に追
随し得ず、この結果該押さえコンクリートとキヤ
ツプとの間に隙間が生じ、雨漏り等の弊害を余儀
無くされていた。 As this kind of joint cutting material for concrete, a joint material made of a long foam board or the like, with a cap made of a long frame body made of a hard synthetic resin having an approximately Π cross section fitted onto the top of the joint material, is generally used. This is installed on the tarpaulin sheet surface on the slab concrete, which is the surface where concrete is to be poured, and the degree of fit of the cap to the joint material is adjusted to correspond to the thickness of the concrete to be poured due to the formation of a flow gradient. The reference surface height of the concrete joint material is adjusted and the above-mentioned retaining concrete is poured, but due to the structure, the cap moves laterally near the opening at the bottom, but is fixed by a horizontal plate at the top. Because of this, it cannot follow the expansion and contraction of the holding concrete, and as a result, a gap is created between the holding concrete and the cap, resulting in problems such as rain leakage.
そこで、キヤツプの頂壁板の全部若しくは一部
を軟質にて形成し上記応力を該軟質材にて吸収す
るようになしたものが考案されるに至つたが、キ
ヤツプの目地材に対する掴持力が極端に低下し、
上記基準面高さ調整が行えない等機能性において
満足し得るものとはいえなかつた。 Therefore, it has been devised that all or part of the top wall plate of the cap is made of soft material so that the above-mentioned stress can be absorbed by the soft material. has decreased dramatically,
It could not be said that the functionality was satisfactory, as the height of the reference surface could not be adjusted.
本考案は上記に鑑み考案されたものであつて、
以下本考案を図面に示す実施例について説明すれ
ば、第1図は本考案コンクリート用目地切材のキ
ヤツプの一実施例を示す断面図、第2図および第
3図は他の実施例を示す断面図、第4図および第
5図は使用状態を示す同上断面図および一部欠截
斜視図で、少なくとも一部が軟質ポリ塩化ビニル
の如き伸縮性を有する合成樹脂1にて形成された
水平板2の両側部に硬質合成樹脂からなる垂直壁
3,3を垂下して断面略Π状となした長尺枠体A
の該垂直壁3,3間の上端部近傍に硬質合成樹脂
からなる板体を横方向に対し弾発性を有するよう
に彎曲若しくは曲折し断面半円状、U字状、V字
状等となしたバネ板4を掛け渡してなるコンクリ
ート用目地切材のキヤツプである。 This invention was devised in view of the above, and
The embodiments of the present invention shown in the drawings will be described below. Fig. 1 is a sectional view showing one embodiment of the cap of the joint cutting material for concrete of the invention, and Figs. 2 and 3 show other embodiments. The cross-sectional view, FIGS. 4 and 5 are a cross-sectional view and a partially cutaway perspective view of the same as the above, showing the state of use. A long frame body A having a substantially Π-shaped cross section by hanging vertical walls 3, 3 made of hard synthetic resin from both sides of a plate 2.
Near the upper end between the vertical walls 3, 3, a plate made of hard synthetic resin is curved or bent so as to have elasticity in the lateral direction so as to have a semicircular, U-shaped, V-shaped, etc. cross section. This is a cap for joint cutting material for concrete made by spanning spring plates 4.
尚、これらコンクリート用目地切材のキヤツプ
は硬質合成樹脂および軟質合成樹脂を素材とした
複合押出成型により一体に成型されているもので
あり、また垂直壁3,3の外側面には押えコンク
リートとの結合性を良好ならしめるために係止片
5が適宜形成されている。 The caps of these joint cutting materials for concrete are integrally molded by composite extrusion molding made of hard synthetic resin and soft synthetic resin, and the outer surfaces of the vertical walls 3, 3 are made of pressing concrete. A locking piece 5 is appropriately formed in order to improve the bonding properties.
本考案コンクリート用目地切材のキヤツプは上
記構成よりなるため、使用に際しては第4図およ
び第5図に示すように双方の垂直壁3,3の間に
発泡ポリエチレン等を素材とした発泡長尺板から
なる目地材Bを嵌着してスラブコンクリートaの
上に張設された防水シートb上に所定間隔をもつ
て敷設し、次いで雨水の流れ勾配等に合わせて目
地材Bの嵌着度合を調整して押えコンクリートc
を打設して硬化させるものである。 Since the cap of the joint cutting material for concrete according to the present invention has the above-mentioned structure, when using it, as shown in Figs. Joint material B consisting of a board is fitted and laid at predetermined intervals on waterproof sheet b stretched over slab concrete a, and then the degree of fitting of joint material B is adjusted according to the flow gradient of rainwater, etc. Adjust the presser concrete c
It is poured and hardened.
以上より明らかなように本考案のコンクリート
用目地切材のキヤツプは垂直壁3,3間の上端部
近傍にバネ板4を掛け渡してなるため、目地材B
は強固に嵌着され、これより施工時における押さ
えコンクリートの流れ勾配に則した基準面高さの
調整が可能ならしめられ、また上記バネ板4と合
わせ水平板2の一部が伸縮性を有する合成樹脂1
にて形成されているために気温の変化等に伴い押
えコンクリートcが伸縮するも、これに追随して
垂直壁3,3が連動して動き、これより目地材B
と押えコンクリートcとの接合面に隙間が形成さ
れないために雨水の侵入が防止せしめられ、また
施工後太陽熱等により側面部が加熱されるもバネ
板4が長尺枠体Aの内部に形成されているために
熱影響が少なく、且つ構造的にも伸び防止に役立
つために目地切材としての機能が一段と向上せし
められるものである。 As is clear from the above, since the cap of the concrete joint cutting material of the present invention is formed by spanning the spring plate 4 near the upper end between the vertical walls 3, 3, the joint material B
are firmly fitted, which makes it possible to adjust the height of the reference surface in accordance with the flow gradient of the holding concrete during construction, and together with the spring plate 4, a part of the horizontal plate 2 has elasticity. Synthetic resin 1
Since the holding concrete C expands and contracts due to changes in temperature, the vertical walls 3, 3 move in conjunction with this, and from this, the joint material B
Since no gap is formed at the joint surface between the concrete and the holding concrete c, the intrusion of rainwater is prevented, and even if the side surface is heated by solar heat etc. after construction, the spring plate 4 is formed inside the elongated frame body A. Because it is made of aluminum, it is less affected by heat, and it also helps prevent structural elongation, which further improves its function as a joint cutting material.
第1図は本考案コンクリート用目地切材のキヤ
ツプの一実施例を示す断面図、第2図および第3
図は他の実施例を示す断面図、第4図および第5
図は使用状態を示す同上断面図である。
A……長尺枠体、1……伸縮性を有する合成樹
脂、2……水平板、3……垂直壁、4……バネ
板。
Figure 1 is a cross-sectional view showing one embodiment of the cap of the concrete joint cutting material of the present invention, Figures 2 and 3 are
The figures are cross-sectional views showing other embodiments, Figures 4 and 5.
The figure is a sectional view of the same as the above showing the state of use. A... Long frame body, 1... Synthetic resin having elasticity, 2... Horizontal plate, 3... Vertical wall, 4... Spring plate.
Claims (1)
縮性を有する合成樹脂にて形成された水平板の両
側部に硬質合成樹脂からなる垂直壁を垂下して断
面略Π状となした長尺板体の該垂直壁間の上端部
近傍に硬質合成樹脂からなる板体を横方向に対し
弾発性を有するように彎曲若しくは曲折し断面半
円状、U字状、V字状等となしたバネ板を掛け渡
してなるコンクリート用目地切材のキヤツプ。 A cap for a concrete joint cutting material is formed by hanging vertical walls made of hard synthetic resin from both sides of a horizontal plate, at least a portion of which is made of elastic synthetic resin such as soft polyvinyl chloride, to form a long plate having an approximately Π-shaped cross section, and by hanging a spring plate made of hard synthetic resin that has been bent or folded so as to have elasticity in the lateral direction and have a semicircular, U-shaped, V-shaped, etc. cross section, between the upper end portions of the vertical walls.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2351183U JPS59128840U (en) | 1983-02-19 | 1983-02-19 | Cap for joint cutting material for concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2351183U JPS59128840U (en) | 1983-02-19 | 1983-02-19 | Cap for joint cutting material for concrete |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59128840U JPS59128840U (en) | 1984-08-30 |
| JPS6324760Y2 true JPS6324760Y2 (en) | 1988-07-06 |
Family
ID=30154591
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2351183U Granted JPS59128840U (en) | 1983-02-19 | 1983-02-19 | Cap for joint cutting material for concrete |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59128840U (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0542161Y2 (en) * | 1986-07-08 | 1993-10-25 |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5737798Y2 (en) * | 1978-06-27 | 1982-08-20 | ||
| JPS6126523Y2 (en) * | 1981-02-19 | 1986-08-08 |
-
1983
- 1983-02-19 JP JP2351183U patent/JPS59128840U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59128840U (en) | 1984-08-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPS63918Y2 (en) | ||
| JPS623472Y2 (en) | ||
| JPS6332805Y2 (en) | ||
| JP3075624B2 (en) | Exterior waterproof structure | |
| JPS623473Y2 (en) | ||
| JPS628272Y2 (en) | ||
| JPH0258655A (en) | Execution of curtain wall | |
| JPS6126523Y2 (en) | ||
| JP2516258Y2 (en) | Protective structure for the rising part of the waterproof layer | |
| JPH0425473Y2 (en) | ||
| JPS6318645Y2 (en) | ||
| JPS6347240Y2 (en) | ||
| JP3523912B2 (en) | Drainage gutter | |
| JPS6347239Y2 (en) | ||
| JPS6345463Y2 (en) | ||
| JPS6347241Y2 (en) | ||
| JPS623471Y2 (en) | ||
| JPS6233861Y2 (en) | ||
| JP2538166Y2 (en) | Waterproof structure of frame | |
| JPH0631036Y2 (en) | Joint material | |
| JPS5817869Y2 (en) | concrete joint material | |
| JP3189238B2 (en) | Joint structure | |
| JPH0418096B2 (en) | ||
| JPH0324764Y2 (en) | ||
| JPH0318579Y2 (en) |