JP2858306B2 - Filling joint, its construction method and construction nozzle - Google Patents
Filling joint, its construction method and construction nozzleInfo
- Publication number
- JP2858306B2 JP2858306B2 JP28871896A JP28871896A JP2858306B2 JP 2858306 B2 JP2858306 B2 JP 2858306B2 JP 28871896 A JP28871896 A JP 28871896A JP 28871896 A JP28871896 A JP 28871896A JP 2858306 B2 JP2858306 B2 JP 2858306B2
- Authority
- JP
- Japan
- Prior art keywords
- joint
- expansion
- contraction part
- opening
- filled
- 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 - Lifetime
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Description
【0001】[0001]
【発明の属する技術分野】本発明は、パネル,タイルま
たは煉瓦相互間に形成されている目地、サッシュまわり
に形成されている目地、その他の目地に、所要の目地材
を注入充填してなる充填目地、その施工法およびそれに
直接使用するノズルに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a filling method in which joints formed between panels, tiles or bricks, joints formed around a sash, and other joints are filled with a required joint material. The present invention relates to a joint, a construction method thereof, and a nozzle directly used for the joint.
【0002】[0002]
【従来の技術】所要の目地材を注入充填してなる充填目
地は、気温,湿度あるいは建物の振動等により幅員を伸
縮させるものであるが、その伸縮に起因して、充填され
ている目地材が目地内壁面から剥離するいわゆる境界面
剥離を起こし、それが雨漏り等の原因になることがあ
る。すなわち、目地材は、ある程度の伸縮に追従するよ
うにその材質が調整されてはいるが、実際には、幅員と
厚さがたとえば10mmを超える大きな断面になるよう
な場合、目地の伸縮に忠実に追従することができなくな
り上記の境界面剥離を起こしてしまう。その追従性を改
善するために目地材の柔軟性を高めると、施工性が極端
に悪くなるとともに、いわゆるダレを生じて変形し、体
裁を損なうとともに、目地材本来の機能を果たさなくな
ることもある。2. Description of the Related Art Filling joints formed by injecting and filling required joint materials expand and contract the width due to temperature, humidity, vibrations of a building, and the like. Causes so-called boundary surface separation, which separates from the joint inner wall surface, which may cause rain leakage or the like. That is, although the joint material is adjusted so as to follow a certain degree of expansion and contraction, actually, when the width and the thickness have a large cross section exceeding 10 mm, for example, the joint material is faithful to the expansion and contraction of the joint. And the above-described boundary surface separation occurs. If the flexibility of the joint material is increased to improve its followability, the workability will be extremely deteriorated, and so-called sagging will occur, deform and damage the appearance, and the joint material may not fulfill its original function. .
【0003】[0003]
【発明が解決しようとする課題】本発明者は、これらの
問題点を解決すべく鋭意研究し、普通の目地材であって
も厚さが5mm程度であれば通常予想される目地幅員の
伸縮に十分に追従できるとの知見を得て本発明を完成し
たものである。SUMMARY OF THE INVENTION The inventor of the present invention has made intensive studies to solve these problems. The present invention has been completed based on the finding that it can sufficiently follow the above.
【0004】本発明の主たる目的は、目地内に敷設した
膨縮部体の左右両側に両側目地材を充填するとともに、
該膨縮部体の上側に厚さおよそ5mmの開口側目地材を
充填する目地施工をし、上記のような目地幅員の伸縮に
応じて上記膨縮部体が、両側目地材および開口側目地材
の伸縮と一緒に膨縮するようにすることによって、少な
くとも、上記開口側目地材が目地内壁面との間に境界面
剥離を起こすことのないようにすること、さらには、膨
縮部体を敷設使用することにより、目地材の使用量を少
なくするとともに、作業能率を高めること、また、目地
内に目地材だけを充填する場合に比べ耐久性を画期的に
向上させること等にある。[0004] The main object of the present invention is to fill the joint material on both left and right sides of the expanding and contracting portion laid in the joint,
A joint is formed by filling an opening-side joint material having a thickness of about 5 mm on the upper side of the expanding / contracting member, and the expanding / contracting member is formed on both sides of the joint material and the opening-side joint in accordance with expansion and contraction of the joint width as described above. By expanding and contracting together with expansion and contraction of the material, at least the opening-side joint material is prevented from causing separation of the boundary surface with the joint inner wall surface. By laying and using the joint material, the use amount of the joint material is reduced, and the work efficiency is improved. Also, the durability is remarkably improved as compared with the case where only the joint material is filled in the joint. .
【0005】[0005]
【課題を解決するための手段】本発明充填目地は、目地
aの中央に膨縮部体bが位置し、その膨縮部体bの両側
に両側目地材d′,d′が充満するとともに、上側に開
口側目地材d″が充満し、さらに、その開口側目地材
d″の厚さがおよそ5mmであることを特徴とする。According to the filling joint of the present invention, an expansion / contraction part b is located at the center of a joint a, and both sides of the expansion / contraction part b are filled with both side joint members d 'and d'. The upper side is filled with an opening side joint material d ″, and the thickness of the opening side joint material d ″ is about 5 mm.
【0006】上記膨縮部体bとしては、管状等中空の膨
縮部体またはスポンジ体のような中実の膨縮部体が適当
であり、また、中空の膨縮部体としては、目地aの幅員
と同じ幅員lの細長底板1に沿って縦長楕円形の中空膨
縮部2を支持頚部3を介し支持した構造であって、ゴ
ム,合成樹脂等の柔軟性材料により一体成型され、か
つ、該中空膨縮部2の幅員を目地aの幅員の半分すなわ
ちl/2にしているものが好適である。As the expansion / contraction part b, a hollow expansion / contraction part such as a tubular or solid expansion / contraction part such as a sponge body is suitable. A structure in which a vertically elongated elliptical hollow expansion / contraction portion 2 is supported via a support neck 3 along an elongated bottom plate 1 having the same width l as the width a, and is integrally molded from a flexible material such as rubber or synthetic resin. It is preferable that the width of the hollow expansion / contraction portion 2 is set to half of the width of the joint a, that is, 1/2.
【0007】本発明目地施工法は、目地a内に膨縮部体
bを敷設し、その後、該膨縮部体bの両側への両側目地
材d′,d′の注入充填と、その中空膨縮部2の上側へ
の厚さおよそ5mmの開口側目地材d″の注入充填とを
連続的に行うことを特徴とする。According to the joint construction method of the present invention, an expanding / contracting member b is laid in a joint a, and then both sides of the expanding / contracting member b are injected and filled with both side joint members d ', d', and the hollow portion thereof. The filling and filling of the opening side joint material d ″ having a thickness of about 5 mm on the upper side of the expansion / contraction portion 2 is continuously performed.
【0008】本発明目地施工用ノズルは、目地材補充式
コーキングガンまたは目地材充填済みカートリッジeの
吐出口e′に装着する装着筒状部4と、内部に一連の通
路6を有するとともにその通路6と連続する底面開口1
3を有しかつ上記装着筒状部4と一体成型された仕上げ
口部5とからなり、その底面開口13の前側辺縁面を仕
上げ均し部14とし、かつ上記通路6と底面開口13と
の連続を左右に二等分した状態で行わせる仕切り片16
を備え、さらに、上記底面開口13の後側左右に所要の
間隔をおいて一対のガイド脚片19,19を垂設してな
ることを特徴とする。The nozzle for joint construction according to the present invention has a mounting cylindrical portion 4 to be mounted on a discharge port e 'of a jointing material replenishing type caulking gun or a cartridge e filled with joint material, and a series of passages 6 inside thereof. Bottom opening 1 continuous with 6
3 and a finish opening 5 integrally formed with the mounting tubular portion 4. A front edge of the bottom opening 13 is a finish leveling portion 14, and the passage 6 and the bottom opening 13 are 16 which is performed by dividing the continuation of the right and left into two equal parts
In addition, a pair of guide leg pieces 19, 19 are vertically provided at a required interval on the left and right sides on the rear side of the bottom opening 13.
【0009】また、本発明目地施工法は、目地a内に膨
縮部体bを敷設し、上記構成の目地施工用ノズルcの底
面開口13のガイド脚片19,19を膨縮部体bに嵌合
しつつ目地a内に挿入して、仕上げ口部5を目地aに対
向させ、目地材dを押し出しながら仕上げ口部5を目地
aに沿って引くことにより、目地材dを、仕切り片16
の両側を通して目地a内に注入充填して、膨縮部体bの
両側に両側目地材d′,d′を充満させるとともに、そ
の膨縮部体bの上側に厚さおよそ5mmの開口側目地材
d″を充満させ、目地aに盛り上がった目地材dを、仕
上げ均し部14により仕上げ均しすることが好適であ
る。Further, according to the joint construction method of the present invention, the expansion / contraction part b is laid in the joint a, and the guide leg pieces 19, 19 of the bottom opening 13 of the joint construction nozzle c having the above configuration are connected to the expansion / contraction part b. The joint material d is inserted into the joint a while being fitted to the joint a so that the finish opening 5 is opposed to the joint a, and the finish opening 5 is pulled along the joint a while extruding the joint material d. Piece 16
Is filled into the joint a through both sides of the expansion and contraction member b so that the both sides of the expansion and contraction member b are filled with the joint members d 'and d' on both sides, and the upper side of the expansion and contraction member b has an opening joint having a thickness of about 5 mm. It is preferable that the joint material d ″ is filled with the material d ″ and the joint material d raised on the joint a be finished and leveled by the finish leveling unit 14.
【0010】[0010]
【発明の実施の形態】目地a内に敷設使用する膨縮部体
は、スポンジ体のような中実の膨縮部体であっても、あ
るいはまた、管状等中空の膨縮部体であってもよいが、
図示した本実施形態例では中空の膨縮部体bを採用し
た。この膨縮部体bは、目地aの幅員と同じ幅員lの細
長底板1に沿って縦長楕円形の中空膨縮部2を支持頚部
3を介し支持した構造のものを、ゴム,合成樹脂等の柔
軟性材料により一体成型したもので、該中空膨縮部2の
幅員を目地aの幅員の半分すなわちl/2にしてある。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The expansion / contraction part laid in a joint a may be a solid expansion / contraction part such as a sponge body or a hollow expansion / contraction part such as a tube. May be
In the illustrated embodiment, a hollow expanding / contracting portion b is employed. The expansion / contraction part b has a structure in which a vertically elongated elliptical hollow expansion / contraction part 2 is supported via a support neck 3 along an elongated bottom plate 1 having the same width l as the joint a. The width of the hollow expansion / contraction portion 2 is set to half of the width of the joint a, that is, 1/2.
【0011】cは、上記膨縮部体bを敷設した目地a内
に所要の目地材dを注入充填するとともにその表面を均
すのに使用する施工用ノズルである。この施工用ノズル
cは、各種のゴムあるいは合成樹脂等の弾性材料で一体
成型した装着筒状部4と仕上げ口部5とからなり、その
内部に一連の通路6を形成している。Reference numeral c denotes a construction nozzle used to fill and fill a required joint material d into a joint a on which the expansion / contraction portion b is laid and to level the surface thereof. The construction nozzle c includes a mounting tubular portion 4 and a finishing port 5 integrally formed of an elastic material such as various rubbers or synthetic resins, and forms a series of passages 6 therein.
【0012】装着筒状部4の内側には、内周面に雌螺条
7を刻設形成した口金8が嵌着し、その口金8から延出
する芯板9が、その湾曲先端部91 を、仕上げ口部5の
肉厚内さらに具体的には装着筒状部4の下方前側に連続
する膨出壁10の肉厚のほぼ中央に延長埋設している。A base 8 having a female thread 7 engraved on an inner peripheral surface thereof is fitted into the inside of the mounting cylindrical portion 4, and a core plate 9 extending from the base 8 is provided with a curved front end 9. 1 is extended and buried in the thickness of the finishing port 5, more specifically, substantially at the center of the thickness of the bulging wall 10 continuing to the lower front side of the mounting tubular portion 4.
【0013】仕上げ口部5は、上記膨出壁10と下方後
側の厚壁11および下方左右両側の薄壁12,12が、
それらの下端面により、上記通路6に連続する方形の底
面開口13を囲繞形成し、その底面開口13の前側辺縁
面である上記膨出壁10の下端面を仕上げ均し部14と
している。The finishing opening 5 is formed by the bulging wall 10, a thick wall 11 on the lower rear side, and thin walls 12, 12 on both the left and right sides.
With these lower end surfaces, a rectangular bottom opening 13 continuous with the passage 6 is formed so as to surround the lower end surface of the bulging wall 10, which is the front side edge surface of the bottom opening 13, as a finish leveling portion 14.
【0014】また、通路6の上記底面開口13に近い所
要部位にして、かつ、仕上げ均し部14に比較的近いと
ころに前垂れ片15を該仕上げ均し部14に平行に設け
るとともに、それと直交する方向に仕切り片16を設け
てあり、その仕切り片16によって通路6は、左右に二
等分された状態で底面開口13と通じる構成となってい
る。前垂れ片15は、後記するように目地cに注入した
目地材dを粗均しするのに使用される。Further, a hanging portion 15 is provided at a required position near the bottom opening 13 of the passage 6 and relatively close to the finishing leveling section 14 in parallel with the finishing leveling section 14 and at right angles thereto. The passages 6 are provided in such a direction that the passages 6 communicate with the bottom opening 13 in a state where the passages 6 are equally divided into right and left. The sagging pieces 15 are used for roughly leveling the joint material d injected into the joint c as described later.
【0015】仕上げ口部5の幅員である左右両側の薄壁
12,12の間隔L1 は、目地aの通常の幅員(たとえ
ば10mm)より大きく(たとえば15mm)、このた
め、両薄壁12,12の下端面が、その目地aの左右両
側辺縁外側面に当接乗載することができる長さになって
いる(図6)。底面開口13の幅員は、目地aの通常の
幅員(たとえば10mm)と同じか、より狭く設定さ
れ、該底面開口13から送出される目地材dが目地aに
正確に注入されるようにしてある。[0015] spacing L 1 of the right and left sides of the thin-wall 12, 12 is a width of the finishing opening 5 is larger than the normal width of the joint a (e.g. 10 mm) (e.g. 15 mm), Therefore, both the thin walls 12, The lower end surface of the joint 12 has such a length that it can be abutted and mounted on the outer side surfaces on the right and left side edges of the joint a (FIG. 6). The width of the bottom opening 13 is set to be equal to or smaller than the normal width (for example, 10 mm) of the joint a, so that the joint material d delivered from the bottom opening 13 is accurately injected into the joint a. .
【0016】上記膨出壁10は、その下端前面に断面三
角形状の先鋭前縁17を突出形成している。この先鋭前
縁17の下端面は膨出壁10の下端面と合し、上記仕上
げ均し部14を実質的に拡幅していることになる。左右
の薄壁12,12は、その下端外側に水平ガイド部1
8,18を一体に延出形成している。これら水平ガイド
部18,18の外側端間の間隔L2 は通常の目地aの幅
員(たとえば10mm)よりかなり広く(たとえば15
〜20mm)している(図2)。The bulging wall 10 has a sharp front edge 17 having a triangular cross section protruding from the front surface of the lower end thereof. The lower end surface of the sharpened front edge 17 is aligned with the lower end surface of the bulging wall 10, and thus the finish leveling portion 14 is substantially widened. The left and right thin walls 12, 12 have horizontal guide portions 1
8, 18 are integrally formed to extend. These spacing L 2 between the outer end of the horizontal guide 18, 18 is considerably wider than the width of a normal joint a (e.g. 10 mm) (e.g., 15
2020 mm) (FIG. 2).
【0017】19,19は上記厚壁11の左右端部に垂
設したガイド脚片で、これら両ガイド脚片19,19
は、その外側端面間の間隔L3 を上記目地aの幅員lと
同じにするとともに、内側端面間の間隔L4 を、膨縮部
体bの上記中空膨縮部2に嵌合する少なくともl/2と
している(図3)。Reference numerals 19, 19 denote guide leg pieces which are vertically provided on the left and right ends of the thick wall 11, respectively.
At least l is fitting the interval L 3 between the outer end face with the same as the width l of the joint a, the distance L 4 between the inner end face, in the hollow inflation and deflation portion 2 of the expansion and contraction section body b / 2 (FIG. 3).
【0018】上記構成の施工用ノズルcは、使用のたび
に目地材dを補充する公知の目地材補充式コーキングガ
ン、または、公知のカートリッジ装填ガンに装填して使
用する目地材充填済みカートリッジeの吐出口e′に螺
合装着し(図6,7)、前記のように目地材dを目地a
に注入充填するとともに仕上げ均しするのに使用され
る。The construction nozzle c having the above-mentioned construction is used for replenishing the joint material d each time it is used. A known joint material replenishment type caulking gun, or a joint material-filled cartridge e to be used by loading it into a known cartridge loading gun. (See FIGS. 6 and 7), and joint material d is jointed with joint a as described above.
Used for filling and leveling.
【0019】目地a内に上記構成の膨縮部体bを敷設す
るとともに、目地材dを上記施工用ノズルcを使用して
充填することを内容とする実際の目地施工は次のように
して行われる。The actual joint construction, which includes laying the expansion / contraction portion b having the above-described structure in the joint a and filling the joint material d with the construction nozzle c, is as follows. Done.
【0020】目地aは凹溝状であり、慣行にしたがい前
処理としてブラシ等を使って清掃される。目地aの左右
両辺縁外側にマスキングテープ20,20を貼るととも
に、目地a内に所要のプライマー塗布を行う。The joint a is in the form of a groove, and is cleaned using a brush or the like as a pretreatment according to a customary practice. The masking tapes 20 and 20 are applied to the outer sides of both left and right edges of the joint a, and a required primer is applied inside the joint a.
【0021】その後、目地a内に膨縮部体bを敷設する
(図5)。次に、施工用ノズルcの仕上げ口部5のガイ
ド脚片19,19を膨縮部体bの中空膨縮部2に嵌合し
つつ目地a内に挿入し、その底面開口13を目地aに一
致させるとともに、水平ガイド部18,18を、目地a
の左右両辺縁外側面、具体的には、そこに貼った上記マ
スキングテープ20,20上に当接した状態で、上記コ
ーキングガンまたはカートリッジeを、手で図6,7に
示すように斜めに支持する。Thereafter, the expansion / contraction part b is laid in the joint a (FIG. 5). Next, the guide leg pieces 19, 19 of the finishing opening 5 of the construction nozzle c are inserted into the joint a while being fitted into the hollow expanding / contracting portion 2 of the expanding / contracting portion b, and the bottom opening 13 is inserted into the joint a. And the horizontal guide portions 18, 18 are
In a state where the caulking gun or the cartridge e is in contact with the outer surfaces of the left and right edges, specifically, the masking tapes 20 and 20 stuck thereon, the caulking gun or the cartridge e is tilted by hand as shown in FIGS. To support.
【0022】このように、仕上げ口部5を目地aに対向
させ、かつ、その仕上げ口部5を目地側に所要の押圧力
で積極的に押し付け支持し、上記コーキングガンまたは
カートリッジeの操作レバー(図示していない)を操作
することにより、目地材dを押し出しながら仕上げ口部
5を目地aに沿って手前側すなわち図6,7の矢印21
方向に引く。In this manner, the finishing port 5 is opposed to the joint a, and the finishing port 5 is positively pressed against the joint side with a required pressing force to support the operating lever of the caulking gun or the cartridge e. By operating (not shown), the joint opening 5 is pushed out and the finishing opening 5 is moved along the joint a into the near side, that is, the arrow 21 in FIGS.
Pull in the direction.
【0023】これにより、コーキングガンまたはカート
リッジe内の目地材dは、施工用ノズルcの通路6、仕
切り片16の両側を通って目地a内に注入充填され、膨
縮部体bの中空膨縮部2の両側に順次充填されたものが
両側目地材d′,d′となるとともに、その中空膨縮部
2の上側に充填されたものが開口側目地材d″となるも
のである。As a result, the joint material d in the caulking gun or the cartridge e is injected and filled into the joint a through the passage 6 of the construction nozzle c and both sides of the partition piece 16, and the hollow swelling of the expansion / contraction portion b is performed. The filler material sequentially filled on both sides of the contracted portion 2 becomes the joint material d 'on both sides, and the filler material filled on the upper side of the hollow expansion / contraction portion 2 becomes the joint material d "on the opening side.
【0024】上記において、目地aに盛り上がった目地
材dは、前記前垂れ片15により押圧されるとともに、
粗均しされ、その粗均しされた目地材dの表面は、直後
に仕上げ均し部14によって仕上げ均しされる。これに
より、上記開口側目地材d″の厚さがおよそ5mmにな
る(ように関係部分の寸法を予め設定しておく)。In the above, the joint material d raised on the joint a is pressed by the front hanging piece 15, and
The surface of the joint material d that has been roughened and roughened is immediately finished by the finish leveling unit 14 immediately thereafter. As a result, the thickness of the joint material d ″ on the opening side becomes approximately 5 mm (the dimensions of the relevant portions are set in advance).
【0025】このような目地材dの注入充填とその均し
作業を継続し、マスキングテープ20,20を剥離除去
することにより、目地施工が完了し、所望の充填目地f
を得ることができる。By continuing the injection and filling of the joint material d and the leveling operation thereof, the masking tapes 20 and 20 are peeled off to complete the joint work, and the desired filling joint f
Can be obtained.
【0026】上記施工用ノズルcによる目地材dの目地
aへの注入充填において、膨縮部体bの中空膨縮部2の
上側には、ノズルcの仕切り片16が位置することにな
るので、目地材dは、中空膨縮部2を上から圧潰するよ
うな力を直接作用させることなく該中空膨縮部2の両側
に分流することになり、中空膨縮部2を正常な姿勢にし
たまま目地材中に埋設することができる。When the joint nozzle d is injected and filled into the joint a by the construction nozzle c, the partition piece 16 of the nozzle c is located above the hollow expansion / contraction part 2 of the expansion / contraction part b. The joint material d is diverted to both sides of the hollow expansion / contraction part 2 without directly applying a force to crush the hollow expansion / contraction part 2 from above, and the hollow expansion / contraction part 2 is brought into a normal posture. It can be buried in the joint material as it is.
【0027】上記充填目地fの構成は、目地a内に目地
材dがその中に膨縮部体bを埋設した状態となっている
ものであり、それは、膨縮部体bが目地aの中央に位置
し、その両側に両側目地材d′,d′が充満するととも
に、上側に開口側目地材d″が充満した状態であり、か
つ、その開口側目地材d″の厚さはおよそ5mmであ
る。The construction of the filling joint f is such that a joint material d is embedded in a joint a and an expansion / contraction part b is buried therein. It is located at the center, is filled with both-side joints d ', d' on both sides thereof, and is filled with an opening-side joint d "on the upper side, and the thickness of the opening-side joints d" is approximately 5 mm.
【0028】したがって、気温,湿度あるいは建物の振
動等により目地aがその幅員を伸縮させた場合、その伸
縮に追従して、膨縮部体bが膨縮するとともに上記開口
側目地材d″が伸縮し、目地内壁面から剥離するいわゆ
る境界面剥離を起こすことがない。Therefore, when the width of the joint a expands or contracts due to the temperature, humidity, vibration of the building, or the like, the expansion and contraction portion b expands and contracts following the expansion and contraction, and the joint material d ″ on the opening side is formed. There is no so-called boundary surface peeling that expands and contracts and peels off from the joint inner wall surface.
【0029】[0029]
【発明の効果】以上述べたところから明らかなとおり、
本発明充填目地は、目地の中央に位置する膨縮部体の両
側に両側目地材が充満するとともに、上側に開口側目地
材が充満し、かつ、その開口側目地材の厚さをおよそ5
mmとしている。したがって、目地が、気温,湿度ある
いは建物の振動等によりその幅員を伸縮させた場合に
は、それに追従して膨縮部体が膨縮するとともに両側目
地材および開口側目地材が伸縮するので、それらが目地
内壁面から剥離するいわゆる境界面剥離を起こすことが
ない。特に、開口側目地材は、その厚さをおよそ5mm
としているので上記の伸縮は忠実に行われ、目地内壁面
との間に境界面剥離を起こすことがない。As is clear from the above description,
In the filled joint of the present invention, both sides of the expanded / contracted portion located at the center of the joint are filled with the joint material on both sides, and the upper side is filled with the joint material on the opening side, and the thickness of the joint material on the opening side is about 5 mm.
mm. Therefore, when the joint expands and contracts due to temperature, humidity, vibration of the building, etc., the expanding and contracting portion expands and contracts, and the joint material on both sides and the joint on the opening side expand and contract. They do not cause so-called boundary surface separation, which separates from the joint inner wall surface. In particular, the joint material on the opening side has a thickness of about 5 mm.
Therefore, the above-described expansion and contraction is performed faithfully, and the boundary surface does not separate from the joint inner wall surface.
【0030】また、膨縮部体を敷設使用することによ
り、充填する目地材の使用量を少なくするとともに、作
業能率を高めることができ、また、目地内に目地材だけ
を充填する場合に比べ耐久性を画期的に向上させること
ができる。Further, by laying and using the expansion and contraction body, the amount of joint material to be filled can be reduced and the work efficiency can be improved. Further, compared with the case where only the joint material is filled in the joint, Durability can be remarkably improved.
【0031】本発明施工法によれば、上記構成の充填目
地を簡単かつ確実に施工できる。According to the construction method of the present invention, the filling joint having the above configuration can be constructed simply and reliably.
【0032】本発明目地施工用ノズルによれば、本発明
施工法の実施が容易であり、本発明充填目地を簡単に得
るのに至便である。According to the joint nozzle of the present invention, it is easy to carry out the method of the present invention, and it is convenient to easily obtain the filling joint of the present invention.
【図1】本発明充填目地およびその施工法において使用
する膨縮部体の一例である膨縮部体の斜視図である。FIG. 1 is a perspective view of an expansion / contraction part which is an example of an expansion / contraction part used in a filling joint of the present invention and a method of constructing the joint.
【図2】本発明施工法の実施に使用する本発明施工用ノ
ズルの後方から見た斜視図である。FIG. 2 is a perspective view of the nozzle for construction of the present invention used for carrying out the construction method of the present invention as viewed from the rear.
【図3】同上の本発明施工用ノズルの下方から見た斜視
図である。FIG. 3 is a perspective view of the nozzle for construction of the present invention as viewed from below.
【図4】同上の本発明施工用ノズルの縦断面図である。FIG. 4 is a longitudinal sectional view of the nozzle for construction of the present invention.
【図5】本発明施工法を説明するためのもので、目地内
に膨縮部体を敷設している状況を示す斜視図である。FIG. 5 is a perspective view for explaining the construction method of the present invention and showing a state where an expansion / contraction portion is laid in the joint.
【図6】同じく目地内に上記施工用ノズルを使って目地
材の充填作業をしている状況を示す斜視図である。FIG. 6 is a perspective view showing a state in which a joint material is filled in the joint using the construction nozzle.
【図7】同上の断面図である。FIG. 7 is a sectional view of the above.
a 目地 b 膨縮部体 c 目地施工用ノズル d 目地材 d′ 両側目地材 d″ 開口側目地材 e 目地材補充式コーキングガン,目地材充填済み
カートリッジ e′ 吐出口 1 細長底板 2 中空膨縮部 3 支持頚部 4 装着筒状部 5 仕上げ口部 6 通路 13 底面開口 14 仕上げ均し部 16 仕切り片 19 ガイド脚片a joint b expansion part c joint nozzle for joint construction d joint material d 'joint material on both sides d "opening side joint material e joint material replenishment type caulking gun, cartridge filled with joint material e' discharge port 1 elongated bottom plate 2 hollow expansion and contraction Part 3 Support neck 4 Mounting tubular part 5 Finishing mouth 6 Passage 13 Bottom opening 14 Finish leveling part 16 Partition piece 19 Guide leg piece
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) B05C 7/00 - 21/00 E04F 21/165──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int. Cl. 6 , DB name) B05C 7/00-21/00 E04F 21/165
Claims (7)
部体の両側に両側目地材が充満するとともに、上側に開
口側目地材が充満し、かつ、その開口側目地材の厚さが
およそ5mmであることを特徴とする充填目地。An expansion joint body is located at the center of a joint, and both sides of the expansion joint body are filled with both side joint materials, and an upper side of the joint is filled with an opening side joint material. A filling joint having a thickness of about 5 mm.
ことを特徴とする請求項1記載の充填目地。2. The filling joint according to claim 1, wherein the expansion / contraction part is a hollow expansion / contraction part such as a tube.
底板に沿って縦長楕円形の中空膨縮部を支持頚部を介し
支持し、ゴム,合成樹脂等の柔軟性材料により一体成型
され、かつ、上記中空膨縮部の幅員を目地の幅員の半分
にしていることを特徴とする請求項2記載の充填目地。3. The expansion / contraction part supports a vertically elongated elliptical hollow expansion / contraction part via a support neck along an elongated bottom plate having the same width as the joint, and is integrally formed of a flexible material such as rubber or synthetic resin. 3. The filling joint according to claim 2, wherein the width of the hollow expansion / contraction portion is formed to be half of the width of the joint.
縮部体であることを特徴とする請求項1記載の充填目
地。4. The filling joint according to claim 1, wherein the expansion / contraction part is a solid expansion / contraction part such as a sponge body.
縮部体の両側への両側目地材の注入充填と、その中空膨
縮部の上側への厚さおよそ5mmの開口側目地材の注入
充填とを連続的に行うことを特徴とする目地施工法。5. An expansion / contraction part is laid in a joint, and thereafter, both sides of the expansion / contraction part are injected and filled with a joint material, and an opening having a thickness of about 5 mm is formed above the hollow expansion / contraction part. A joint construction method characterized by continuously performing injection filling of a side joint material.
充填済みカートリッジの吐出口に装着する装着筒状部4
と、内部に一連の通路6を有するとともにその通路6と
連続する底面開口13を有しかつ上記装着筒状部4と一
体成型された仕上げ口部5とからなり、その底面開口1
3の前側辺縁面を仕上げ均し部14とし、かつ上記通路
6と底面開口13との連続を左右に二等分した状態で行
わせる仕切り片16を備え、さらに、上記底面開口13
の後側左右に所要の間隔L4 をおいて一対のガイド脚片
19,19を垂設してなることを特徴とする目地施工用
ノズル。6. A mounting cylindrical portion 4 to be mounted on a discharge port of a joint material replenishing type caulking gun or a cartridge filled with joint material.
And a finishing opening 5 having a series of passages 6 therein and having a bottom opening 13 continuous with the passages 6 and integrally formed with the mounting tubular portion 4.
3 is provided with a finish leveling portion 14 on the front side edge surface, and a partition 16 for dividing the passage 6 and the bottom opening 13 into two halves in the left and right direction.
Joint construction for a nozzle, characterized in that formed by vertically a pair of guide leg 19, 19 at a predetermined interval L 4 on the side left and right after.
記載の目地施工用ノズルcの底面開口13のガイド脚片
19,19を膨縮部体bに嵌合しつつ目地a内に挿入し
て、仕上げ口部5を目地aに対向させ、目地材dを押し
出しながら仕上げ口部5を目地aに沿って引くことによ
り、目地材dを、仕切り片16の両側を通して目地a内
に注入充填して、膨縮部体bの両側に両側目地材d′,
d′を充満させるとともに、その膨縮部体bの上側に厚
さおよそ5mmの開口側目地材d″を充満させ、目地a
に盛り上がった目地材dを、仕上げ均し部14により仕
上げ均しすることを特徴とする目地施工法。7. An expansion / contraction part b is laid in a joint a.
The guide leg pieces 19, 19 of the bottom opening 13 of the joint construction nozzle c described above are inserted into the joint a while being fitted to the expanding / contracting body b, so that the finishing port 5 is opposed to the joint a. By pulling the finishing opening 5 along the joint a while extruding the joint material d, the joint material d is injected and filled into the joint a through both sides of the partition piece 16, and the joint material d on both sides of the expansion / contraction portion b ′,
d ', and the opening-side joint material d "having a thickness of about 5 mm is filled on the upper side of the expanded / contracted portion b, and the joint a
A joint construction method characterized in that the joint material d that has been raised to a height is finished and leveled by the finish leveling section 14.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP28871896A JP2858306B2 (en) | 1996-10-30 | 1996-10-30 | Filling joint, its construction method and construction nozzle |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP28871896A JP2858306B2 (en) | 1996-10-30 | 1996-10-30 | Filling joint, its construction method and construction nozzle |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH10128219A JPH10128219A (en) | 1998-05-19 |
JP2858306B2 true JP2858306B2 (en) | 1999-02-17 |
Family
ID=17733792
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP28871896A Expired - Lifetime JP2858306B2 (en) | 1996-10-30 | 1996-10-30 | Filling joint, its construction method and construction nozzle |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2858306B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2009149105A2 (en) * | 2008-06-02 | 2009-12-10 | Gene Keohan | Apparatus for applying filler material and method of using same |
-
1996
- 1996-10-30 JP JP28871896A patent/JP2858306B2/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2009149105A2 (en) * | 2008-06-02 | 2009-12-10 | Gene Keohan | Apparatus for applying filler material and method of using same |
WO2009149105A3 (en) * | 2008-06-02 | 2010-03-11 | Gene Keohan | Apparatus for applying filler material and method of using same |
Also Published As
Publication number | Publication date |
---|---|
JPH10128219A (en) | 1998-05-19 |
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