JPH0614326U - Anko connection structure - Google Patents
Anko connection structureInfo
- Publication number
- JPH0614326U JPH0614326U JP5268292U JP5268292U JPH0614326U JP H0614326 U JPH0614326 U JP H0614326U JP 5268292 U JP5268292 U JP 5268292U JP 5268292 U JP5268292 U JP 5268292U JP H0614326 U JPH0614326 U JP H0614326U
- Authority
- JP
- Japan
- Prior art keywords
- tubular portion
- adhesive
- anko
- anchor
- foot
- 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.)
- Granted
Links
Landscapes
- Revetment (AREA)
Abstract
(57)【要約】
【目的】接続箇所における十分な水密性を確保しながら
施工寸法の変化にも対応する。
【構成】屋根面に沿って配設される筒状のあんこうの接
続構造である。あんこうAはあんこう足水上部材1とあ
んこう足水下部材3とで構成される。あんこう足水上部
材1の下端部に接続筒部2を形成する。あんこう足水下
部材3の上端部に接続筒部2が挿入される被接続筒部4
を形成する。被接続筒部4の内部に接着剤6の流出を抑
制する堤リブ5が着脱自在に取着する。接続筒部2と被
接続筒部4との間に接着剤6を介装して接続筒部2を被
接続筒部4に挿通する。
(57) [Summary] [Purpose] To cope with changes in construction dimensions while ensuring sufficient water tightness at the connection points. [Structure] A cylindrical anchorage connection structure arranged along the roof surface. Anko A is composed of an anko foot water member 1 and an anko foot water member 3. The connection cylinder portion 2 is formed at the lower end portion of the anchor water floating member 1. Connected tubular portion 4 into which the connecting tubular portion 2 is inserted at the upper end of the anchor foot submerged member 3
To form. A bank rib 5 that suppresses the outflow of the adhesive 6 is detachably attached to the inside of the connected tubular portion 4. An adhesive 6 is interposed between the connecting tubular portion 2 and the connected tubular portion 4, and the connecting tubular portion 2 is inserted into the connected tubular portion 4.
Description
【0001】[0001]
本考案は、あんこうの接続構造に関し、詳しくは接続個所における充分な水密 性を得ようとする技術に係るものである。 The present invention relates to an anchor connection structure, and more particularly to a technique for obtaining sufficient water tightness at a connection point.
【0002】[0002]
従来、図3に示すように、あんこうの接続において、あんこう足水上部材1の 下端部に接続筒部2が形成され、あんこう足水下部材3の上端部に接続筒部2が 挿入される被接続筒部4が形成され、接続筒部2に被接続筒部4が接着剤6を介 して挿入されるのである。 Conventionally, as shown in FIG. 3, in connection with anchorage, a connection tube portion 2 is formed at a lower end portion of the anchor foot water upper member 1, and a connection tube portion 2 is inserted at an upper end portion of the anchor foot submersible member 3. The connection tubular portion 4 is formed, and the connected tubular portion 4 is inserted into the connection tubular portion 2 via the adhesive 6.
【0003】[0003]
ところがこのような構成のものにおいては、図3(b)に示すように、塗布さ れた接着剤6が接続筒部2と被接続筒部4との挿入接続に伴って排出され、そし て接続筒部2と被接続筒部4との挿合が密におこなれる程、接着剤6の排出が著 しいものとなり、施工後に接着剤6が流出していて水密性が低下するという問題 があった。 However, in such a structure, as shown in FIG. 3B, the applied adhesive 6 is discharged along with the insertion connection of the connecting tubular portion 2 and the connected tubular portion 4, and then, The denser the insertion between the connecting tubular portion 2 and the connected tubular portion 4, the more significant the discharge of the adhesive 6, and the problem that the adhesive 6 flows out after construction and the watertightness decreases. there were.
【0004】 本考案はこのような問題を解消しようとするものであり、その目的とするとこ ろは、接続筒部と被接続筒部との挿通時に接着剤の流出を抑制して、充分な水密 性を確保でき、しかも水密性を確保しながら施工寸法の変化にも対応することが できるあんこうの接続構造を提供するにある。The present invention is intended to solve such a problem, and an object thereof is to sufficiently prevent the adhesive from flowing out when the connecting tube and the connected tube are inserted. It is an object of the present invention to provide an anchor connection structure that can ensure water-tightness and can respond to changes in construction dimensions while ensuring water-tightness.
【0005】[0005]
本考案は、屋根面に沿って配設される筒状のあんこうの接続構造であって、あ んこうAはあんこう足水上部材1とあんこう足水下部材3とに分けられ、あんこ う足水上部材1の下端部に接続筒部2が形成され、あんこう足水下部材3の上端 部に接続筒部2が挿入される被接続筒部4が形成され、被接続筒部4の内部には 接着剤6の流出を抑制する堤リブ5が着脱自在に取着されて突設され、接続筒部 2と被接続筒部4との間に接着剤6が介装されて接続筒部2が被接続筒部4に挿 通されて成ることを特徴とするものである。 The present invention is a cylindrical anchorage connection structure arranged along the roof surface. A connecting cylinder 2 is formed at the lower end of the member 1, and a connected cylinder 4 into which the connecting cylinder 2 is inserted is formed at the upper end of the anchor foot submersible member 3, and inside the connected cylinder 4. A bank rib 5 that suppresses the outflow of the adhesive 6 is detachably attached and protrudes, and the adhesive 6 is interposed between the connecting tubular portion 2 and the connected tubular portion 4 to form the connecting tubular portion 2. It is characterized by being inserted into the connected tubular portion 4.
【0006】[0006]
しかして、接続筒部2と被接続筒部4との挿通において押し出されようとする 接着剤6は堤リブ5にてその流出が抑制されるものであり、接着剤6にて充分な 水密性を得る。また、堤リブ5は被接続筒部4の内部に着脱自在に取着されて設 けられるようになっていることから、あんこう足水下部材3を切断して長さ調整 を行なったとしても被接続筒部4の内部に堤リブ5を突設させることができ、水 密性を確保しながら施工寸法の変化にも対応することができる。 Then, the adhesive 6 which is about to be pushed out when the connecting tubular portion 2 and the connected tubular portion 4 are inserted is prevented from flowing out by the bank ribs 5, and the adhesive 6 has sufficient watertightness. To get Further, since the bank rib 5 is detachably attached to the inside of the connected tubular portion 4, even if the anchor foot submerged member 3 is cut and the length is adjusted. The bank ribs 5 can be provided so as to project inside the connected tubular portion 4, and it is possible to cope with changes in construction dimensions while ensuring water tightness.
【0007】[0007]
軒樋と連通する集水器8と縦樋(図示せず)とを連通するあんこうAが屋根面 に沿って配設される。筒状のあんこうAはあんこう足水上部材1とこれの下方に 接続されるあんこう足水下部材3とに分けられている。あんこう足水上部材1の 下端部に細径となっている接続筒部2が形成されている。あんこう足水下部材3 の上端部に接続筒部2が挿入される被接続筒部4が形成されている。被接続筒部 4はあんこう足水下部材3と同形同大のものである。そして、被接続筒部4の内 部には接着剤6の流出を抑制する堤リブ5が突設されている。堤リブ5は環状に 形成され、被接続筒部4内に挿合することで被接続筒部4に着脱自在に取付けら れるようになっている。堤リブ5の外端には被接続筒部4内への差し込みを行い 易くするために傾斜部5aが設けられている。また、堤リブ5の内端には突片5 bが突設されており、この突片5bによって被接続筒部4内に挿着された接続筒 部2の端部が挟持されるようになっている。 Anko A, which connects the water collector 8 communicating with the eaves gutter and the vertical gutter (not shown), is arranged along the roof surface. The cylindrical anchorage A is divided into an anchorage water lowering member 1 and an anchorage water lowering member 3 connected to the lower side thereof. A small-diameter connecting tube portion 2 is formed at the lower end portion of the anchor water floating member 1. The connected tubular portion 4 into which the connecting tubular portion 2 is inserted is formed at the upper end portion of the anchor foot submersible member 3. The connected tube portion 4 has the same shape and the same size as the anchor foot underwater member 3. Further, a bank rib 5 for suppressing the outflow of the adhesive 6 is projectingly provided inside the connected tubular portion 4. The bank rib 5 is formed in an annular shape, and is inserted into the connected tubular portion 4 so as to be detachably attached to the connected tubular portion 4. An inclined portion 5a is provided at the outer end of the bank rib 5 to facilitate insertion into the connected tubular portion 4. A projecting piece 5b is provided on the inner end of the bank rib 5 so that the projecting piece 5b clamps the end of the connecting tubular portion 2 inserted into the connected tubular portion 4. Has become.
【0008】 しかして、接続筒部2と被接続筒部4との間に接着剤6が介装されて接続筒部 2が被接続筒部4に挿通され、接続筒部2の先端面7が堤リブ5に密接して、接 続筒部2と被接続筒部4との挿通において押し出されようとする接着剤6は堤リ ブ5にてその流出を抑制するのであり、接続筒部2と被接続筒部4との間に残る 接着剤6にて充分な接着がおこなわれ、充分な水密性を得るのである。そして、 施工現場によっては図2中想像線に示される部位であんこう足水下部材3の一部 を切断して施工寸法を調整するようなことがある。この場合には切断して長さ調 整が行なわれた後の被接続筒部4内に堤リブ5を嵌着し、これによって接着剤6 の流出を堤リブ5にて防止して接続筒部2と被接続筒部4とを接続するものであ る。つまり、施工現場にてあんこう足水下部材3の一部を切断して長さ寸法が変 わるような場合においても後付けによって堤リブ5をあんこう足水下部材3内に 取付けすることができ、水密性を確保しながら施工寸法の変化にも対応すること ができるようになっている。Then, the adhesive 6 is interposed between the connecting tubular portion 2 and the connected tubular portion 4, the connecting tubular portion 2 is inserted into the connected tubular portion 4, and the tip surface 7 of the connecting tubular portion 2 is inserted. The adhesive 6 which is in close contact with the bank rib 5 and is about to be pushed out when the connecting tube portion 2 and the connected tube portion 4 are inserted suppresses the outflow of the adhesive at the bank rib 5. Adhesive 6 remaining between 2 and the cylindrical portion 4 to be connected provides sufficient adhesion to obtain sufficient water tightness. Then, depending on the construction site, there is a case where a part of the footpad underwater member 3 is cut at a site shown by an imaginary line in FIG. 2 to adjust the construction size. In this case, the bank ribs 5 are fitted into the connected tube portion 4 after the cutting and the length adjustment has been performed, whereby the outflow of the adhesive 6 is prevented by the bank ribs 5 and the connection tube is connected. The portion 2 and the connected tubular portion 4 are connected. In other words, even if a part of the anchor foot submersible member 3 is cut at the construction site and the length dimension changes, the bank rib 5 can be attached to the anchor foot submersible member 3 by retrofitting. While ensuring water tightness, it is possible to cope with changes in construction dimensions.
【0009】 そして、あんこう足水下部材3とエルボ9との接続においても本考案の接続構 造を実施してもよいものである。Further, the connection structure of the present invention may be implemented also in the connection between the anchor foot submersible member 3 and the elbow 9.
【0010】[0010]
本考案は上述のように、あんこう足水上部材の下端部に接続筒部が形成され、 あんこう足水下部材の上端部に接続筒部が挿入される被接続筒部が形成され、被 接続筒部の内部には接着剤の流出を抑制する堤リブが突設され、接続筒部と被接 続筒部との間に接着剤が介装されて接続筒部が被接続筒部に挿通されるから、接 続筒部と被接続筒部との挿通において押し出されようとする接着剤は堤リブにて その流出が抑制され、接続筒部と被接続筒部との間の接着剤にて充分な水密性を 得ることができるという利点がある。また、堤リブは被接続筒部の内部に着脱自 在に取着されて設けられるようになっていることから、あんこう足水下部材を切 断して施工現場に応じて長さ調整を行なったとしても被接続筒部4の内部に堤リ ブを突設させることができ、水密性を確保しながら施工寸法の変化にも対応する ことができるという利点がある。 As described above, the present invention has the connecting tubular portion formed at the lower end of the anchor foot water upper member and the connected tubular portion into which the connecting cylinder portion is inserted at the upper end portion of the anchor foot submersible member. A bank rib that suppresses the outflow of the adhesive is provided inside the part, and the adhesive is interposed between the connecting tubular part and the connected tubular part so that the connecting tubular part is inserted into the connected tubular part. Therefore, the adhesive that is about to be pushed out when the connecting cylinder part and the connected cylinder part are inserted is suppressed by the bank rib, and the adhesive between the connecting cylinder part and the connected cylinder part is used. There is an advantage that sufficient water tightness can be obtained. In addition, since the bank ribs are designed to be attached and detached inside the connected tube, they are attached and detached. Even in this case, there is an advantage that the bank rib can be projectingly provided inside the connected tubular portion 4, and it is possible to cope with the change in the construction dimension while ensuring the watertightness.
【図1】本考案の一実施例を示し、(a)は斜視図、
(b)は部分断面図である。1 shows an embodiment of the present invention, (a) is a perspective view,
(B) is a partial sectional view.
【図2】あんこう足水下部材の切断部位の一実施例を示
す斜視図である。FIG. 2 is a perspective view showing an example of a cut portion of an ankle foot submersible member.
【図3】従来例を示し、(a)は部分分解斜視図、
(b)は部分断面図である。FIG. 3 shows a conventional example, (a) is a partially exploded perspective view,
(B) is a partial sectional view.
1 あんこう足水上部材 2 接続筒部 3 あんこう足水下部材 4 被接続筒部 5 堤リブ 6 接着剤 1 Ancho foot water member 2 Connection tube part 3 Anko foot water member 4 Connected tube part 5 Bank rib 6 Adhesive
Claims (1)
うの接続構造であって、あんこうはあんこう足水上部材
とあんこう足水下部材とに分けられ、あんこう足水上部
材の下端部に接続筒部が形成され、あんこう足水下部材
の上端部に接続筒部が挿入される被接続筒部が形成さ
れ、被接続筒部の内部には接着剤の流出を抑制する堤リ
ブが着脱自在に取着されて突設され、接続筒部と被接続
筒部との間に接着剤が介装されて接続筒部が被接続筒部
に挿着されて成るあんこうの接続構造。1. A cylindrical anchorage connection structure arranged along a roof surface, wherein the anchorage is divided into an anchor foot watering member and an anchor foot watering member, and at the lower end of the anchor foot watering member. A connecting cylinder is formed, and a connected cylinder into which the connecting cylinder is inserted is formed at the upper end of the anchor foot submersible member. An anchor connection structure that is freely attached and protruded, and an adhesive is interposed between the connecting tubular portion and the connected tubular portion, and the connecting tubular portion is inserted into the connected tubular portion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5268292U JP2559754Y2 (en) | 1992-07-28 | 1992-07-28 | Connection structure of angel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5268292U JP2559754Y2 (en) | 1992-07-28 | 1992-07-28 | Connection structure of angel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0614326U true JPH0614326U (en) | 1994-02-22 |
| JP2559754Y2 JP2559754Y2 (en) | 1998-01-19 |
Family
ID=12921662
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5268292U Expired - Fee Related JP2559754Y2 (en) | 1992-07-28 | 1992-07-28 | Connection structure of angel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2559754Y2 (en) |
-
1992
- 1992-07-28 JP JP5268292U patent/JP2559754Y2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JP2559754Y2 (en) | 1998-01-19 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19970902 |
|
| LAPS | Cancellation because of no payment of annual fees |