JPS6116825B2 - - Google Patents
Info
- Publication number
- JPS6116825B2 JPS6116825B2 JP3241081A JP3241081A JPS6116825B2 JP S6116825 B2 JPS6116825 B2 JP S6116825B2 JP 3241081 A JP3241081 A JP 3241081A JP 3241081 A JP3241081 A JP 3241081A JP S6116825 B2 JPS6116825 B2 JP S6116825B2
- Authority
- JP
- Japan
- Prior art keywords
- support
- synthetic resin
- expansion joint
- joint member
- concrete
- 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
- 229920003002 synthetic resin Polymers 0.000 claims description 31
- 239000000057 synthetic resin Substances 0.000 claims description 31
- 239000006260 foam Substances 0.000 claims description 15
- 239000000853 adhesive Substances 0.000 claims description 12
- 230000001070 adhesive effect Effects 0.000 claims description 12
- 239000004033 plastic Substances 0.000 claims description 10
- 229920003023 plastic Polymers 0.000 claims description 10
- 229920005549 butyl rubber Polymers 0.000 claims description 9
- 239000000463 material Substances 0.000 claims description 8
- 230000008602 contraction Effects 0.000 description 9
- 230000006835 compression Effects 0.000 description 7
- 238000007906 compression Methods 0.000 description 7
- 239000010410 layer Substances 0.000 description 7
- 230000000694 effects Effects 0.000 description 6
- -1 polyethylene Polymers 0.000 description 4
- 238000011084 recovery Methods 0.000 description 4
- 239000004698 Polyethylene Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 230000006378 damage Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 229920000573 polyethylene Polymers 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 2
- 230000000052 comparative effect Effects 0.000 description 2
- 238000012669 compression test Methods 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 239000002344 surface layer Substances 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 1
- 229920002367 Polyisobutene Polymers 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 239000004793 Polystyrene Substances 0.000 description 1
- 229920000122 acrylonitrile butadiene styrene Polymers 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 125000000484 butyl group Chemical group [H]C([*])([H])C([H])([H])C([H])([H])C([H])([H])[H] 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 229920006332 epoxy adhesive Polymers 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 229920001200 poly(ethylene-vinyl acetate) Polymers 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 229920001225 polyester resin Polymers 0.000 description 1
- 239000004645 polyester resin Substances 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Landscapes
- Building Environments (AREA)
- Floor Finish (AREA)
Description
本発明は、コンクリート版の伸縮目地に使用さ
れる伸縮目地部材に係り、特にコンクリート版の
挙動に追従する形状と機能とを有し、伸縮目地部
材の取り付け施工作業も簡単で、かつ、直線的に
美しく仕上がる伸縮目地部材に関するものであ
る。
従来のこの種の目地部材は、生コンクリートと
接着しない為、又、生コンクリートと接着する材
質であつても、その材質の厚みが薄い構成の為、
伸縮繰り返し疲労によりシール効果が期待出来な
いという欠点があつた。その上、寒冷地に於いて
は伸縮目地部材とコンクリート版との間隙に浸入
した水の凍結によりコンクリート版に悪影響を及
ぼしていた。又、夏期には伸縮目地部材は、コン
クリート版の温度上昇に伴なう伸張により圧縮を
受け、この種の伸縮目地部材の両側上部を硬質合
成樹脂成形品とした構成の場合は、コンクリート
版の表層が鱗片状に欠損したり、伸縮目地部材自
体の折れ曲りが発生するという欠点があつた。
又、伸縮目地部材の上部を硬質合成樹脂成形品と
した構成の場合は、復元能力が低く、伸縮目地部
材の設置施工時よりも狭い目地幅のときでさえコ
ンクリート版と伸縮目地部材との間に間隙が生じ
る欠点があつた。さらにこれ等の上記欠点を改良
した変形しやすい構成をした伸縮目地部材は在庫
中及び施工現場での日光照射による荷重変形及び
熱変形により、直線性の出にくさに帰因する作業
性及び美感の点で欠点があつた。すなわち、上記
の様に伸縮目地部材の従来品は、コンクリート伸
縮挙動の追従性の点で共通したシール効果の欠如
という欠点及び作業性及び美感の欠点を有してい
た。
本発明は、このような欠点を除去したもので、
コンクリート版の挙動に追従する形状と機能とを
有し、伸縮目地部材の取り付け施工作業も簡単
で、かつ直線的に美しく仕上がる伸縮目地部材を
提供しようとするものである。
本発明は、コンクリート版間に配設される伸縮
目地部材は、合成樹脂製発泡体と、その上面を覆
う所望長さを有する硬質合成樹脂製支持体と、該
支持体の両側より垂下せられ先端に鉤部を設けた
脚部と、前記支持体の上面及び両側端を包むよう
に設けた軟質合成樹脂覆いと、前記支持体の脚部
両側に設けた粘着塑性体層とより成り、前記支持
体と前記発泡体との間に緩衝用空間を設けて成る
ことを特徴とする伸縮目地部材である。
すなわち、本発明の伸縮目地部材は、次の如き
構成をとる。
1 硬質合成樹脂製支持体1の扁平板状上部1a
の上面及び両側部1b,1bを覆うように軟質
合成樹脂製覆い2を一体に設ける。
2 支持体1の両外側足3,3の両側面にブチル
ゴム系粘着塑性体層4,4を配設する。
3 支持体1の下方にて合成樹脂製発泡体8を両
側足3,3間に嵌装し、さらに支持体1の支持
突起7に衝合せしめると共に、支持体1と発泡
体8との間に緩衝用空間9を設ける。
4 さらに、支持体1の両側足3,3の先端部近
傍にコンクリートに投錨する鉤6,6をそれぞ
れ少なくとも1個づつ設ける。
次に本発明において、使用される硬質合成樹脂
製支持体1においては、合成樹脂製発泡体8の支
持突起7、両側足3,3、コンクリート版投錨用
鉤6の、扁平状の上部1a、この上部1aの両側
部1b,1bの材質は、すべて硬質塩化ビニル樹
脂、ABS樹脂、低圧ポリエチレン、ポリプロピ
レン、ナイロン、ポリエステル樹脂等を単独若し
くは併用したものである。軟質合成樹脂製覆い2
の材質は、軟質塩化ビニル樹脂、高圧ポリエチレ
ン、EVA、ゴム等を単独若しくは併用したもの
である。ブチルゴム系粘着塑性層4,4は、ブチ
ルゴム、ポリイソブチレン、再生ブチル等を単
独、若しくは併用した基本ポリマーから成り、塑
性変形しやすい粘着組成体である。合成樹脂発泡
体8の材質は、ポリエチレン、ポリスチレン、ポ
リウレタン等である。
本発明は以上の様な構成であるから次の効果を
もたらす事が出来た。すなわち、ブチルゴム系粘
着塑性体層4,4は、生コンクリートと接着する
特徴を有する再生ブチルゴム系粘着塑性体を用い
る事が好ましく、コンクリート版の挙動に追従
し、伸縮繰り返しに対し非常に良い結果が得られ
る。
軟質合成樹脂製覆い2及び緩衝用空間9を設け
た為、圧縮に十分耐え、コンクリート表層の鱗片
状破壊を防止し、復元性を高くする事が出来る。
硬質合成樹脂支持体1は荷重変形、熱変形を防
止し、直線性が確保しやすい構造を特徴としてい
るため、取付け作業がたやすく、コンクリートの
施工完了後の外観が美しい仕上りとなる。
コンクリート版5に投錨する鉤6,6を有する
ため、コンクリート版5の表面より上に本発明伸
縮目地部材が、コンクリート躯体5の挙動により
とび出す事を防止する事ができる。
以上説明した様に、本発明の伸縮目地部材は、
硬質合成樹脂、軟質合成樹脂、ブチルゴム系粘着
塑性物の組み合わせ及び形状及び構成が極めて有
効で、かつ、新規であり、コンクリート版5と接
着一体化する事による確実な防水止水効果を長期
間発揮し、取扱い作業性が改善されたものであ
る。
次に、本発明の伸縮目地部材を実際に使用し施
工するに当つての手順を簡単に説明する。
(1) 伸縮目地部材を設置する場所に所定の高さで
水糸を張る。
(2) 伸縮目地部材を水糸に従つて設置していく。
(3) コンクリート版投錨鉤6の下部迄、セメント
モルタルの土堤を作り、強固に固定する。
(4) ブチルゴム系粘着塑性層4,4の保護テープ
を除去する。
(5) 生コンクリートを打設する。
(6) 伸縮目地部材の軟質合成樹脂製覆い2の上面
の保護テープ(図示せず)を除去し完成する。
次に、本発明の一実施例を第4図について説明
する。
木枠中央部に本発明の伸縮目地部材を設置し、
生モルタル5をその両側に打設して、硬化養生を
行ない、試験試料とする。第4図にみられるよう
に試験試料を試験治具11にエポキシ系接着剤1
0により貼り付け硬化養生完了後、伸縮繰り返し
試験を10mm/分の伸縮速度、伸縮率を目地幅に対
し±5%、±10%、±20%として1000回行なつた。
又、圧縮試験を10mm/分の圧縮速度、圧縮距離3
mmとして試験を行なつた。圧縮復元性は10mm/分
の圧縮速度で3mm圧縮時点で3分間圧縮を行な
い、圧縮応力解放後60分経過時点で測定した。
その結果を比較例と共にまとめて第1表に示
す。
The present invention relates to an expansion joint member used for an expansion joint of a concrete slab, and in particular has a shape and function that follows the behavior of the concrete slab, and the installation work of the expansion joint member is simple and linear. This relates to expansion joint members that are beautifully finished. Conventional joint members of this type do not adhere to fresh concrete, and even if they are made of a material that adheres to fresh concrete, the material is thin.
The drawback was that the sealing effect could not be expected due to fatigue caused by repeated expansion and contraction. Furthermore, in cold regions, water that has entered the gap between the expansion joint member and the concrete slab freezes, which has an adverse effect on the concrete slab. In addition, during the summer, expansion joint members are compressed due to the expansion of the concrete slab as the temperature rises, and if this type of expansion joint member is configured with hard synthetic resin molded parts on both sides, the concrete slab will be compressed. There were drawbacks such as scale-like damage to the surface layer and bending of the expansion joint member itself.
In addition, if the upper part of the expansion joint member is made of a hard synthetic resin molded product, the recovery ability is low, and even when the joint width is narrower than that at the time of installation of the expansion joint member, the gap between the concrete slab and the expansion joint member The problem was that there were gaps between the two. Furthermore, expansion joint members with a structure that improves the above-mentioned drawbacks and are easily deformed suffer from workability and aesthetics due to load deformation and thermal deformation due to sunlight irradiation during inventory and at the construction site, resulting in difficulty in achieving straightness. There were drawbacks in this respect. That is, as mentioned above, conventional products of expansion joint members have the common drawback of lack of sealing effect in terms of ability to follow concrete expansion and contraction behavior, and drawbacks of workability and aesthetics. The present invention eliminates these drawbacks, and
The purpose of the present invention is to provide an expansion joint member that has a shape and function that follows the behavior of a concrete slab, is easy to install, and can be beautifully finished linearly. In the present invention, an expansion joint member disposed between concrete slabs comprises a synthetic resin foam, a hard synthetic resin support having a desired length that covers the upper surface of the foam, and a support suspended from both sides of the support. The support is composed of a leg having a hook portion at the tip, a soft synthetic resin cover provided to cover the upper surface and both side ends of the support, and an adhesive plastic layer provided on both sides of the leg of the support. The expansion joint member is characterized in that a cushioning space is provided between the body and the foam body. That is, the expansion joint member of the present invention has the following configuration. 1 Flat plate-like upper part 1a of hard synthetic resin support 1
A soft synthetic resin cover 2 is integrally provided to cover the upper surface and both side portions 1b, 1b. 2. Butyl rubber adhesive plastic layers 4, 4 are provided on both sides of both outer legs 3, 3 of the support 1. 3 Fit the synthetic resin foam 8 between the legs 3 and 3 on both sides below the support 1, and abut against the support protrusion 7 of the support 1, and also fit the foam 8 between the support 1 and the foam 8. A buffer space 9 is provided. 4 Furthermore, at least one hook 6, 6 for anchoring to concrete is provided near the tips of the legs 3, 3 on both sides of the support body 1, respectively. Next, in the hard synthetic resin support 1 used in the present invention, the support protrusion 7 of the synthetic resin foam 8, the legs 3, 3 on both sides, the flat upper part 1a of the concrete anchor hook 6, The materials of both side parts 1b, 1b of this upper part 1a are all made of hard vinyl chloride resin, ABS resin, low pressure polyethylene, polypropylene, nylon, polyester resin, etc. alone or in combination. Soft synthetic resin cover 2
The material used is soft vinyl chloride resin, high-pressure polyethylene, EVA, rubber, etc. alone or in combination. The butyl rubber-based adhesive plastic layers 4, 4 are adhesive compositions that are easily plastically deformed and are made of basic polymers such as butyl rubber, polyisobutylene, recycled butyl, etc., used alone or in combination. The material of the synthetic resin foam 8 is polyethylene, polystyrene, polyurethane, or the like. Since the present invention has the above configuration, it has been able to bring about the following effects. That is, for the butyl rubber adhesive plastic layers 4, 4, it is preferable to use a recycled butyl rubber adhesive plastic material that has the characteristic of adhering to fresh concrete, which follows the behavior of the concrete slab and provides very good results against repeated expansion and contraction. can get. Since the cover 2 made of soft synthetic resin and the buffer space 9 are provided, it can sufficiently withstand compression, prevent scale-like destruction of the concrete surface layer, and improve recovery performance. The hard synthetic resin support 1 is characterized by a structure that prevents load deformation and thermal deformation and easily ensures straightness, so that the installation work is easy and the appearance after completion of concrete construction is beautiful. Since the hooks 6, 6 are provided for anchoring to the concrete slab 5, it is possible to prevent the expansion joint member of the present invention from protruding above the surface of the concrete slab 5 due to the behavior of the concrete frame 5. As explained above, the expansion joint member of the present invention is
The combination, shape, and structure of hard synthetic resin, soft synthetic resin, and butyl rubber-based adhesive plastic are extremely effective and new, and by being integrated with the concrete slab 5, it exhibits reliable waterproofing and water-stopping effects for a long period of time. However, the handling workability has been improved. Next, the procedure for actually using and constructing the expansion joint member of the present invention will be briefly explained. (1) String water string at the specified height at the location where the expansion joint member will be installed. (2) Install the expansion joint members following the water line. (3) Make an earthen embankment of cement mortar up to the bottom of the concrete slab anchor hook 6 and secure it firmly. (4) Remove the protective tape from the butyl rubber adhesive plastic layers 4, 4. (5) Place fresh concrete. (6) Remove the protective tape (not shown) on the top surface of the soft synthetic resin cover 2 of the expansion joint member and complete. Next, one embodiment of the present invention will be described with reference to FIG. The expansion joint member of the present invention is installed in the center of the wooden frame,
Fresh mortar 5 is cast on both sides, hardened and cured, and used as a test sample. As shown in Figure 4, the test sample is placed on the test jig 11 using epoxy adhesive 1.
After completion of pasting and curing at 0, an expansion/contraction repetition test was conducted 1000 times at an expansion/contraction rate of 10 mm/min and expansion/contraction ratios of ±5%, ±10%, and ±20% of the joint width.
In addition, the compression test was performed at a compression speed of 10 mm/min and a compression distance of 3.
The test was conducted as mm. Compression recovery property was measured by compressing at a compression rate of 10 mm/min for 3 minutes at the point of 3 mm compression, and 60 minutes after releasing the compressive stress. The results are summarized in Table 1 together with comparative examples.
【表】
その結果第1表にみられるように、本発明の伸
縮目地部材は、伸縮繰り返し試験並びに圧縮復元
性、圧縮試験に於て従来品(比較例1〜3)と格
段の差を生じ、コンクリート版5,5の伸縮圧縮
に対し合成樹脂製発泡体8とその上方を覆う硬質
合成樹脂支持体1との間に緩衝用空間9を設けた
ので、コンクリート躯体5の膨脹と収縮を非常に
有効に緩衝し、コンクリート躯体と硬質合成樹脂
製支持体1との間に目地空隙を生ずることなく工
学上大なる効果がある。
また本発明において、硬質合成樹脂製支持体1
の上面を硬質合成樹脂製覆い2で覆つたので、表
面の損傷により美感を損ずることなく、また硬質
合成樹脂支持体1の脚部両側に粘着塑性体層4を
配設したので、支持体1とコンクリート躯体との
接着性を高めると共に脚部両側の補強部材を兼ね
ることが出来る。また支持体1の長さが大きいと
きは支持脚7を設けて目地材である合成樹脂発泡
体8と衝合せる構成とすると、支持体1の支持が
充分になされその平坦性を保持するに有効であ
る。なお、支持体1及び脚部3を厚くし剛固とす
るときは支持脚7は消略することもできる。[Table] As shown in Table 1, the expansion joint member of the present invention showed a significant difference from conventional products (Comparative Examples 1 to 3) in the expansion/contraction cyclic test, compression recovery property, and compression test. Since a buffer space 9 is provided between the synthetic resin foam 8 and the hard synthetic resin support 1 covering the upper part of the foam 8, the expansion and contraction of the concrete slab 5 is minimized. This provides a great engineering effect without creating a joint gap between the concrete frame and the hard synthetic resin support 1. Further, in the present invention, the hard synthetic resin support 1
Since the upper surface is covered with the cover 2 made of hard synthetic resin, the aesthetic appearance is not spoiled due to damage to the surface, and since the adhesive plastic layer 4 is provided on both sides of the legs of the hard synthetic resin support 1, the support 1 In addition to improving the adhesion between the concrete frame and the concrete frame, it can also serve as a reinforcing member on both sides of the legs. In addition, when the length of the support 1 is large, it is effective to provide support legs 7 and abut against the synthetic resin foam 8 serving as the joint material, which provides sufficient support for the support 1 and maintains its flatness. It is. Note that when the support body 1 and the leg portions 3 are made thicker and more rigid, the support legs 7 can be omitted.
第1図は本発明の伸縮目地部材の一実施例を示
す斜視図、第2図は第1図に示す伸縮目地部材の
横断面図、第3図は同じく本発明の一実施例の伸
縮目地部材の施工完了状態を示す断面図である。
第4図は本発明に係る伸縮目地部材の伸縮繰り返
し試験の説明図である。
1……硬質合成樹脂製支持体、1a……支持体
1の扁平状の上部、1b……支持体1の扁平状上
部の両側部、2……軟質合成樹脂製覆い、3,3
……支持体1の両側足、4……ブチルゴム系粘着
塑性体層、5……コンクリート躯体、6……コン
クリート版投錨用鉤、7……合成樹脂製発泡体8
の支持突起、8……合成樹脂製発泡体、9……緩
衝用空間、10……エポキシ樹脂系接着剤、11
……試験治具。
FIG. 1 is a perspective view showing an embodiment of the expansion joint member of the present invention, FIG. 2 is a cross-sectional view of the expansion joint member shown in FIG. 1, and FIG. It is a sectional view showing a completed state of construction of the member.
FIG. 4 is an explanatory diagram of a repeated expansion and contraction test of the expansion joint member according to the present invention. DESCRIPTION OF SYMBOLS 1... Hard synthetic resin support, 1a... Flat upper part of support 1, 1b... Both sides of flat upper part of support 1, 2... Soft synthetic resin cover, 3, 3
... Both legs of the support 1, 4... Butyl rubber adhesive plastic layer, 5... Concrete frame, 6... Concrete plate anchor hook, 7... Synthetic resin foam 8
Support protrusion, 8...Synthetic resin foam, 9...Buffer space, 10...Epoxy resin adhesive, 11
...Test jig.
Claims (1)
材は、合成樹脂製発泡体8と、その上面を覆う所
望長さを有する硬質合成樹脂製支持体1と、該支
持体の両側より垂下せられ先端に鉤部6を設けた
脚部支持体3と、前記支持体1の上面及び両側端
を包むように設けた軟質合成樹脂覆い2と、前記
支持体の脚部両側に設けたブチルゴム系粘着塑性
体層4とより成り、前記支持体1と前記発泡体8
との間に緩衝用空間9を設けて成ることを特徴と
する伸縮目地部材。1. The expansion joint member installed between the five concrete slabs consists of a synthetic resin foam 8, a hard synthetic resin support 1 having a desired length that covers the upper surface, and a support 1 that is suspended from both sides of the support. A leg support 3 having a hook 6 at the tip, a soft synthetic resin cover 2 provided to cover the upper surface and both side ends of the support 1, and a butyl rubber adhesive plastic material provided on both sides of the leg of the support. It consists of a body layer 4, the support body 1 and the foam body 8.
An expansion joint member characterized in that a buffer space 9 is provided between.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3241081A JPS57146868A (en) | 1981-03-09 | 1981-03-09 | Extensible joint member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3241081A JPS57146868A (en) | 1981-03-09 | 1981-03-09 | Extensible joint member |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS57146868A JPS57146868A (en) | 1982-09-10 |
| JPS6116825B2 true JPS6116825B2 (en) | 1986-05-02 |
Family
ID=12358173
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3241081A Granted JPS57146868A (en) | 1981-03-09 | 1981-03-09 | Extensible joint member |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS57146868A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5996355A (en) * | 1982-11-22 | 1984-06-02 | 館野 晃吉 | Joint material |
| JPS59177440A (en) * | 1983-03-25 | 1984-10-08 | 早川ゴム株式会社 | Extensible joint member and construction thereof |
-
1981
- 1981-03-09 JP JP3241081A patent/JPS57146868A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS57146868A (en) | 1982-09-10 |
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