JP3432568B2 - Joint material - Google Patents
Joint materialInfo
- Publication number
- JP3432568B2 JP3432568B2 JP02446194A JP2446194A JP3432568B2 JP 3432568 B2 JP3432568 B2 JP 3432568B2 JP 02446194 A JP02446194 A JP 02446194A JP 2446194 A JP2446194 A JP 2446194A JP 3432568 B2 JP3432568 B2 JP 3432568B2
- Authority
- JP
- Japan
- Prior art keywords
- joint material
- groove
- concrete
- grooves
- 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 - Fee Related
Links
Landscapes
- Building Environments (AREA)
Description
【0001】[0001]
【産業上の利用分野】この発明は、屋上等のスラブ上面
に防水層、断熱層等を設け、それらの上面に押えコンク
リートを打設する際のその押えコンクリートの目地材に
関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint material for a holding concrete when a waterproof layer, a heat insulating layer and the like are provided on the upper surface of a slab such as a rooftop and the holding concrete is placed on the upper surface thereof.
【0002】[0002]
【従来の技術】屋上等のスラブ上面には防水処理をした
後、又は断熱層をさらに設けた後、押えコンクリートを
打設する。この際、その押えコンクリートには目地材を
介在して、目地材により押えコンクリート層を分割し、
温度変化によって押えコンクリート層が伸縮した際、パ
ラペットの押し出し、立ち上がり部防水層の破断、及び
押えコンクリート層相互の突き上げ等が生じることを防
止している。2. Description of the Related Art The top surface of a slab such as a rooftop is waterproofed or provided with a heat insulating layer, and then a holding concrete is poured. At this time, there is a joint material in the holding concrete, and the holding concrete layer is divided by the joint material,
This prevents the parapet from being pushed out, the rising waterproof layer from being broken, and the pressing concrete layers from being pushed up when the pressing concrete layer expands and contracts due to temperature changes.
【0003】その目地材は断熱層等にブチル粘着テープ
等によって固定されるが、その固定後、直ちにコンクリ
ート打設する場合はよいが、長時間後に行う場合にはそ
の間に雨が降ることがある。このため、図5に示すよう
に、目地材A裏面(断熱層Bとの固定面)にその幅方向
全長に亘る溝1を形成し、この溝1を通して、目地材A
中を雨水が通り抜けるようにしている。The joint material is fixed to the heat insulation layer with butyl adhesive tape or the like. It is good to place concrete immediately after fixing, but if it is done after a long time, it may rain during that time. . Therefore, as shown in FIG. 5, a groove 1 is formed on the back surface of the joint material A (a surface fixed to the heat insulating layer B) over the entire width in the width direction, and the joint material A is passed through the groove 1.
Rainwater passes through the inside.
【0004】一方、押えコンクリートを打設すると、そ
の溝1内にもその押えコンクリートが入り込む。On the other hand, when the pressing concrete is placed, the pressing concrete also enters the groove 1.
【0005】[0005]
【発明が解決しようとする課題】その従来の溝1は、図
5に示すように、目地材A裏面全長に亘って同一幅で真
直ぐに形成しており、この溝1内のコンクリートも真直
ぐに同一幅で固化することとなる。この溝1内の真直ぐ
なコンクリート部は、押えコンクリート層の圧縮に対し
て追従せずに突っぱり、押えコンクリート層の膨張収縮
やズレが生じた際の目地材A本来の緩衝作用を発揮し得
ず、上記パラペットの押し出しや立ち上がり部防水層の
破断等が生じる恐れがあった。As shown in FIG. 5, the conventional groove 1 is formed straight with the same width over the entire length of the back surface of the joint material A, and the concrete in the groove 1 is also straightened. It will solidify in the same width. The straight concrete portion in the groove 1 protrudes without following the compression of the pressing concrete layer, and cannot exert the original cushioning action of the joint material A when the pressing concrete layer expands, contracts, or shifts. However, there is a possibility that the parapet may be extruded or the rising waterproof layer may be broken.
【0006】この発明は、以上の実情の下、上記パラペ
ットの押し出しや立ち上がり部防水層の破断等を確実に
なくすことを課題とする。Under the above circumstances, it is an object of the present invention to surely prevent extrusion of the parapet and breakage of the rising waterproof layer.
【0007】[0007]
【課題を解決するための手段】上記課題を解決するため
に、この発明にあっては、上記溝を、中程で細くした
り、途中で屈曲している構成としたのである。In order to solve the above-mentioned problems, in the present invention, the groove is made thin in the middle or bent in the middle.
【0008】[0008]
【作用】このように構成するこの発明に係る目地材は、
従来と同様に、その裏面の溝に押えコンクリートが入り
込むが、スラブ上面の押えコンクリート層が伸縮して、
その伸縮力が溝部分に加わると、溝部分は、中程が細
く、又は屈曲しているため、その伸縮力によって折れ
る。通常、目地材は発泡スチロール等の弾性材でできて
いるため、前記折れ作用は円滑になされる。The joint material according to the present invention having the above structure is
As in the conventional case, the pressing concrete enters the groove on the back side, but the pressing concrete layer on the upper surface of the slab expands and contracts,
When the expansion / contraction force is applied to the groove portion, the groove portion is thin or bent in the middle, and thus the groove portion is broken by the expansion / contraction force. Since the joint material is usually made of an elastic material such as styrofoam, the folding action is smoothly performed.
【0009】[0009]
【発明の効果】この発明は以上のように構成し、上記の
作用によって溝内のコンクリート層によって目地材の作
用に支障が生じることをなくしたので、パラペットの押
し出しや立ち上がり部防水層の破断等が生じる恐れも少
ない。The present invention is configured as described above, and since the concrete layer in the groove does not hinder the action of the joint material due to the above-mentioned action, the pushing out of the parapet, the breakage of the rising portion waterproof layer, etc. There is little risk of
【0010】[0010]
【実施例】図1に一実施例を示し、この目地材Aは目地
本体10の下部両側に脚を有する自立型であって、ポリ
スチレン、ポリプロピレン、ポリウレタン、ポリエチレ
ンなどの樹脂発泡体から成る。その目地材Aの脚裏面に
は、同図bに示すように溝12がV字状に所要数形成さ
れている。この溝12の幅、個数は任意である。溝12
は一端から他端(図1(b)上から下)に向かって真直
ぐに見た時、他端開口が見えない程度に屈曲しているこ
とが好ましい。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment is shown in FIG. 1, and this joint material A is a self-supporting type having legs on both lower sides of a joint body 10 and is made of a resin foam such as polystyrene, polypropylene, polyurethane or polyethylene. On the rear surface of the leg of the joint material A, a required number of grooves 12 are formed in a V shape as shown in FIG. The width and the number of the grooves 12 are arbitrary. Groove 12
Is preferably bent so that the opening at the other end cannot be seen when viewed straight from one end to the other end (from top to bottom in FIG. 1B).
【0011】図2に示す実施例の目地材Aは、目地本体
10とそのベース11とから成り、ベース11の裏面に
溝12が形成されている。図3に示す実施例の目地材A
は、目地本体10のみで成したものであり、その裏面に
溝12が形成されている。The joint material A of the embodiment shown in FIG. 2 comprises a joint body 10 and its base 11, and a groove 12 is formed on the back surface of the base 11. Joint material A of the embodiment shown in FIG.
Is made of only the joint body 10, and the groove 12 is formed on the back surface thereof.
【0012】各実施例の目地材Aは、ブチル粘着テープ
によってスラブ上面に固定し、図3のものは必要に応じ
てモルタルだんごによって固定する。この固定後、押え
コンクリートを打設する。この打設によって、溝12内
にもコンクリートが入り込む。また、打設前に雨が降っ
ても、その溝12を通って雨水は流れる。The joint material A of each example is fixed to the upper surface of the slab by a butyl adhesive tape, and the joint material A of FIG. 3 is fixed by a mortar dumpling if necessary. After this fixing, presser concrete is placed. By this casting, concrete also enters the groove 12. Further, even if it rains before placing, rainwater flows through the groove 12.
【0013】その押えコンクリートの打設後、その押え
コンクリート層が伸縮すると、その伸縮は目地材Aの伸
縮によって吸収される。また、溝12内のコンクリート
は、途中が屈曲したものであるため、その伸縮力で容易
に折れ、内部応力が生じることはない。When the pressing concrete layer expands or contracts after the pressing concrete is poured, the expansion or contraction is absorbed by the expansion or contraction of the joint material A. Further, since the concrete in the groove 12 is bent in the middle, it is easily broken by the expansion and contraction force, and no internal stress is generated.
【0014】溝12の形状としては、図4(a)、
(b)に示すように途中を細くしたり、同図(c)、
(d)に示す屈曲形状としたり、同図(e)〜(g)に
示すように屈曲させてさらに細くする等によって、押え
コンクリートの伸縮により折れる形状ならいずれでもよ
い。図中、12aは溝12中又は溝12間の突部であ
る。上記「細く」は図示のごとく幅が細いもののみなら
ず、厚み(深さ)が薄い(浅い)ことも含む。The shape of the groove 12 is as shown in FIG.
As shown in (b), it is possible to make the middle thin, (c) in the same figure,
Any shape may be adopted as long as it has a bent shape as shown in (d), or is bent by bending as shown in (e) to (g) of FIG. In the figure, 12 a is a protrusion in the groove 12 or between the grooves 12. The "thin" includes not only a narrow width as shown, but also a thin (shallow) thickness (depth).
【図1】(a)は、一実施例の一部欠如した斜視図、
(b)は同一部裏面図FIG. 1 (a) is a perspective view showing a part of an embodiment,
(B) Rear view of the same part
【図2】他の実施例の一部斜視図FIG. 2 is a partial perspective view of another embodiment.
【図3】他の実施例の一部斜視図FIG. 3 is a partial perspective view of another embodiment.
【図4】(a)乃至(g)は他の実施例の一部裏面図FIG. 4A to FIG. 4G are partial rear views of another embodiment.
【図5】(a)は従来例の一部斜視図、(b)は同一部
裏面図5A is a partial perspective view of a conventional example, and FIG. 5B is a rear view of the same portion.
A 目地材 10 目地本体 11 目地本体固定ベース 12 溝 A joint material 10 joint body 11 Joint base fixed base 12 grooves
Claims (2)
ンクリート用目地材Aであって、下記の点を特徴とす
るもの。 目地材A裏面にその幅方向全長に亘る溝12が形成
され、その溝は中程で細くなっている。1. A joint material A for holding concrete, which is fixed to the upper surface of a slab such as a rooftop, and is characterized by the following points. Grooves 12 are formed on the back surface of the joint material A over the entire length in the width direction, and the grooves are thin in the middle.
ンクリート用目地材であって、下記の点を特徴とする
もの。 目地材裏面にその幅方向全長に亘る溝12が形成さ
れ、その溝は途中で屈曲している。2. A joint material for a holding concrete, which is fixed to the upper surface of a slab such as a rooftop, characterized by the following points. Grooves 12 are formed on the rear surface of the joint material over the entire width in the width direction, and the grooves are bent in the middle.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP02446194A JP3432568B2 (en) | 1994-02-22 | 1994-02-22 | Joint material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP02446194A JP3432568B2 (en) | 1994-02-22 | 1994-02-22 | Joint material |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH07233595A JPH07233595A (en) | 1995-09-05 |
JP3432568B2 true JP3432568B2 (en) | 2003-08-04 |
Family
ID=12138816
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP02446194A Expired - Fee Related JP3432568B2 (en) | 1994-02-22 | 1994-02-22 | Joint material |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3432568B2 (en) |
-
1994
- 1994-02-22 JP JP02446194A patent/JP3432568B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH07233595A (en) | 1995-09-05 |
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