JPS5820845A - Connection of concrete pipe - Google Patents

Connection of concrete pipe

Info

Publication number
JPS5820845A
JPS5820845A JP12005481A JP12005481A JPS5820845A JP S5820845 A JPS5820845 A JP S5820845A JP 12005481 A JP12005481 A JP 12005481A JP 12005481 A JP12005481 A JP 12005481A JP S5820845 A JPS5820845 A JP S5820845A
Authority
JP
Japan
Prior art keywords
joining
concrete
joint
pipes
concrete pipe
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.)
Pending
Application number
JP12005481A
Other languages
Japanese (ja)
Inventor
平田 将
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP12005481A priority Critical patent/JPS5820845A/en
Publication of JPS5820845A publication Critical patent/JPS5820845A/en
Pending legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 ′据付は作業を簡易化するため,コンクリートパイプ本
体を長手方向に複数個に分割形成した分割片を据付は現
場で組み立てるようにした接合方法に関する。
DETAILED DESCRIPTION OF THE INVENTION In order to simplify the installation work, the present invention relates to a joining method in which a concrete pipe main body is divided into a plurality of pieces in the longitudinal direction and the divided pieces are assembled on site.

コンクリートパイプを長手方向に結合するソケソト型継
手,フランジ型継手およびスリーブ型継手等は従来から
よく知られている。しかしパイプやボッ5クス等の断面
を長手方向に2つ割りまたはそれ以上に分割し,据付は
現場でパイプやボックス型に組立てる継手方法は行なわ
れていない。
Socket type joints, flange type joints, sleeve type joints, etc. for joining concrete pipes in the longitudinal direction are well known. However, there is no joint method in which the cross-section of a pipe or box is divided into two or more parts in the longitudinal direction and then assembled into a pipe or box shape on site.

最近大型および超大型コンクリートパイプの運搬,据付
は作業を簡易化するため,パイプやボノクスの断面を2
〜4分割し,現場でパイプやボソクスの断面に形成する
ための継手が必要となった。
Recently, in order to simplify the transportation and installation of large and ultra-large concrete pipes, the cross section of the pipe or Bonox has been divided into two parts.
It became necessary to divide it into four parts and make joints to form them on-site in the cross-sections of pipes and boxworks.

本発明は,上記事情に対処する目的で提案されjコもの
で.長手方向に複数個に分割されたコンクリートパイプ
の分割片を接合してコンクリートパイプを形成するに際
し,各分割片の接合面の少なくとも一方に防水ゴム層を
形成し,各分割片を合体した後同接合面に沿って外周側
に設けられた長尺凹部を長尺板で塞ぐとともに同長尺板
を分割片に埋め込まれた埋込みネジに螺合するボルトで
固定し、その後前記長尺凹部内に接合用コンクリートを
充填することを特長とするコンクリートパイプの接合方
法を提供する。
The present invention has been proposed to address the above circumstances. When forming a concrete pipe by joining the pieces of a concrete pipe that have been split into multiple pieces in the longitudinal direction, a waterproof rubber layer is formed on at least one of the joining surfaces of each piece, and the same is applied after each piece is combined. A long recess provided on the outer circumferential side along the joint surface is closed with a long plate, and the same long plate is fixed with a bolt that is screwed into an embedded screw embedded in the divided piece, and then inserted into the long recess. A method for joining concrete pipes is provided, which is characterized by filling concrete for joining.

本発明方法によれば9分割片に埋設された埋込みネジと
それに螺合するボルト及び長尺板を用いて据付は現場で
簡単に必要な断面形状を構成しかつ強固な接合部を得る
ようにし、大型コンクリートパイプの運搬、据付は作業
を簡易化し得る。
According to the method of the present invention, installation can be easily done on site by using embedded screws embedded in the 9-part pieces, bolts and long plates that are screwed into the screws, and the necessary cross-sectional shape can be configured and a strong joint can be obtained. , transportation and installation of large concrete pipes can be simplified.

次に本発明方法の一実施例を図面に基いて説明する。Next, an embodiment of the method of the present invention will be explained based on the drawings.

第1図(a)およu (b)は本実施例方法による簡易
成形継手の断面図、(C)は側面図をそれぞれ示したも
のである。(a)図において接合すべき断面の上部分割
片lを下部分割片2の所定の位置におき、(b)図のよ
うに組立ボルト4を締め、防水ゴム板5で防水層を形成
する。なお、コンクリートパイプの長手方向の継手3は
従来の方式による継手を示したものである。
FIGS. 1(a) and 1(b) are cross-sectional views of a simple molded joint according to the method of this embodiment, and FIG. 1(C) is a side view thereof. (a) Place the upper divided piece l of the cross section to be joined in the figure at a predetermined position on the lower divided piece 2, and (b) tighten the assembly bolt 4 as shown in the figure, and form a waterproof layer with the waterproof rubber plate 5. The joint 3 in the longitudinal direction of the concrete pipe is a conventional joint.

第2図(a)は接合用鋼板6の概要を示す断面図である
。この接合用鋼板6は第1図(C)に示すように接合部
全長にわたって取付けられ、さらに接合用鋼板6の片面
には垂直に接合用鉄筋7、を多数配置している。なお接
合用鋼板6は前記組立ボルト4で支持されナツト8で接
合部に取付けられる。(b)図は第1図(a)の1部詳
細を示す断面図である。図中組立ボルト4と結合する埋
込みネジ9は分割片に埋設された鉄筋10に溶接されて
いる。防水ゴム板5を取付けた上部分割片1は矢印11
方向に移動し上下部分割片2と接合する。
FIG. 2(a) is a sectional view showing an outline of the joining steel plate 6. FIG. This joining steel plate 6 is attached over the entire length of the joint as shown in FIG. 1(C), and a large number of joining reinforcing bars 7 are arranged vertically on one side of the joining steel plate 6. Note that the joining steel plate 6 is supported by the assembly bolt 4 and attached to the joining part with a nut 8. (b) is a sectional view showing a part of FIG. 1(a) in detail. In the figure, an embedded screw 9 that connects with the assembly bolt 4 is welded to a reinforcing bar 10 embedded in the divided piece. The upper divided piece 1 with the waterproof rubber plate 5 attached is indicated by the arrow 11
direction and joins with the upper and lower divided pieces 2.

第3図は第1図(b)の曹部詳細を示す断面図である。FIG. 3 is a sectional view showing details of the bottom portion of FIG. 1(b).

図は上部分割片1を下部分割片2の上におき9組立ボル
ト4で接合した状態を示したも   1のである。この
場合防水ゴム板5は上部分割片1の自重によって圧縮さ
れ防水ゴム層を形成している。
The figure 1 shows the upper divided piece 1 placed on the lower divided piece 2 and joined with 9 assembly bolts 4. In this case, the waterproof rubber plate 5 is compressed by the weight of the upper divided piece 1 to form a waterproof rubber layer.

第4図は第3図のように組立てた接合部に接合用コンク
リート12を圧入し、接合部を部分的に一体化した場合
を示す断面図である。また第5図は第1図(c)のV部
詳細を示しtコものである。なお前記第4図に示した接
合、用コンクリート12は図示のように、コンクリート
ブロック端から矢印13方向に圧入する。
FIG. 4 is a cross-sectional view showing a case where the joining concrete 12 is press-fitted into the joint part assembled as shown in FIG. 3, and the joint part is partially integrated. Further, FIG. 5 shows details of the V portion of FIG. 1(c). The joining concrete 12 shown in FIG. 4 is press-fitted from the end of the concrete block in the direction of arrow 13 as shown.

このようにして圧入されたコンクリートが硬化すると、
地震等による水平力によって上部分割片1が横方向に移
動し、ズリ落ちるのを防止することができる。才だ自重
によって十分圧縮された防水ゴム板5により、防水性の
高い継手が簡単に得られ、さらに継手を増加することに
よって、巨大断面のパイプやボックス等も容易に構成で
きる。
When the concrete press-fitted in this way hardens,
It is possible to prevent the upper divided piece 1 from moving laterally and falling due to horizontal force caused by an earthquake or the like. With the waterproof rubber plate 5 sufficiently compressed by its own weight, highly waterproof joints can be easily obtained, and by increasing the number of joints, pipes, boxes, etc. with large cross sections can be easily constructed.

以上実施例について詳述したが1本発明方法ゝによれば
以下の顕著な長所が得られる。
The embodiments have been described in detail above, but according to one method of the present invention, the following remarkable advantages can be obtained.

a′ 分割片に埋込みネジを埋設することにより。a' By embedding the embedded screw in the divided piece.

現場で容易に強固な断面成形用の継手が得られる。A joint for strong cross-section forming can be easily obtained on site.

′b 接合部がコンクリートによって部分的に一体化さ
れているので、地震による水平力に対しても安全で、あ
る。
'b Since the joint is partially integrated with concrete, it is safe even against horizontal forces caused by earthquakes.

C成形継手を用いることによって、現場で大1 断面の
コンクリートパイプを容易に組立てることができる。
By using C-formed joints, concrete pipes with a large cross section can be easily assembled on site.

d 接合部に鉄筋や接合用金物その他の突出物がないの
で、運搬、据付は中に接合部を破損するおそれがない。
d Since there are no reinforcing bars, joining hardware, or other protruding objects at the joint, there is no risk of damage to the joint during transportation or installation.

なお上記実施例においては、上記長所のほかにさらに上
部分割片の自重によって防水ゴム板を圧縮し、防水性の
高い防水ゴム層を形成できるという長所もある。
In addition to the above-mentioned advantages, the embodiment described above also has the advantage that the waterproof rubber plate can be compressed by the weight of the upper divided piece to form a highly waterproof waterproof rubber layer.

本発明の適用分野としては、上記実施例のような土木建
築用コンクリートパイプの外に、水管、水槽、その他に
広く適用できる。
The present invention can be applied not only to concrete pipes for civil engineering and construction as in the above embodiments, but also to water pipes, water tanks, and other fields.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図〜第5図は本発明方法の一実施例を示し、そのう
ち、第1図(a)及び(b)はコンクリートパイプ分割
片を示す横断側面図、(C)はその側面図、第2図(a
)は接合用鋼板6を示す断面図、(b)は第1図(a)
の■部拡大詳細図、第3図は第1図(b)の■部拡大詳
細図、第4図は第3図において接合用コンクリート12
を圧入した後の状態を示す横断側面図、第・5図は第1
図(c)のV部拡大詳細図である。 1・・・上部分割片、2・・・下部分割片、4・・・組
立ボルト、5・・・防水ゴム板、6・・・接合用鋼板。 8・・・ナツト、9・・・埋込みネジ、10・・・埋設
鉄筋。
1 to 5 show an embodiment of the method of the present invention, in which FIGS. 1(a) and 1(b) are cross-sectional side views showing concrete pipe segments, FIG. 1(C) is a side view thereof, and FIGS. Figure 2 (a
) is a cross-sectional view showing the joining steel plate 6, (b) is FIG. 1(a)
Figure 3 is an enlarged detailed view of the ■ part of Figure 1(b), Figure 4 is an enlarged detailed view of the ■ part of Figure 3.
Figure 5 is a cross-sectional side view showing the state after press-fitting.
It is an enlarged detailed view of the V part in figure (c). DESCRIPTION OF SYMBOLS 1... Upper divided piece, 2... Lower divided piece, 4... Assembly bolt, 5... Waterproof rubber plate, 6... Steel plate for joining. 8...Nut, 9...Embedded screw, 10...Embedded reinforcing bar.

Claims (1)

【特許請求の範囲】[Claims] 長手方向に複数個に分割されたコンクリートパイプの分
割片を接合してコンクリートパイプを形成するに際し、
各分割片の接合面の少なくとも一方に防水ゴム層を形成
し、各分割片を合体した後同接合面に沿って外周側に設
けられた長尺凹部を長尺板で塞ぐとともに同長尺板を分
割片に埋め込まれた埋込みネジに螺合するボルトで固定
し、その後前記長尺凹部内に接合用コンクリートを充填
することを特長とするコンクリートパイプの接合方法。
When forming a concrete pipe by joining the divided pieces of a concrete pipe into multiple pieces in the longitudinal direction,
A waterproof rubber layer is formed on at least one of the joint surfaces of each divided piece, and after the divided pieces are combined, a long recess provided on the outer periphery side along the joint surface is closed with a long plate, and the same long plate A method for joining concrete pipes, characterized in that the pipes are fixed with bolts that are screwed into embedded screws embedded in the divided pieces, and then the elongated recesses are filled with joining concrete.
JP12005481A 1981-07-31 1981-07-31 Connection of concrete pipe Pending JPS5820845A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12005481A JPS5820845A (en) 1981-07-31 1981-07-31 Connection of concrete pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12005481A JPS5820845A (en) 1981-07-31 1981-07-31 Connection of concrete pipe

Publications (1)

Publication Number Publication Date
JPS5820845A true JPS5820845A (en) 1983-02-07

Family

ID=14776746

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12005481A Pending JPS5820845A (en) 1981-07-31 1981-07-31 Connection of concrete pipe

Country Status (1)

Country Link
JP (1) JPS5820845A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6026403U (en) * 1983-07-28 1985-02-22 二幸産業株式会社 Garbage storage and discharge device
JP2007239417A (en) * 2006-03-13 2007-09-20 Sekisui Chem Co Ltd Rainwater storage and infiltration facility

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6026403U (en) * 1983-07-28 1985-02-22 二幸産業株式会社 Garbage storage and discharge device
JP2007239417A (en) * 2006-03-13 2007-09-20 Sekisui Chem Co Ltd Rainwater storage and infiltration facility

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