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JPS6312982B2 - - Google Patents
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JPS6312982B2 - - Google Patents

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Publication number
JPS6312982B2
JPS6312982B2 JP329384A JP329384A JPS6312982B2 JP S6312982 B2 JPS6312982 B2 JP S6312982B2 JP 329384 A JP329384 A JP 329384A JP 329384 A JP329384 A JP 329384A JP S6312982 B2 JPS6312982 B2 JP S6312982B2
Authority
JP
Japan
Prior art keywords
groove
hole
receiving member
concrete
concrete products
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
Application number
JP329384A
Other languages
Japanese (ja)
Other versions
JPS60148937A (en
Inventor
Hideji Takami
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP329384A priority Critical patent/JPS60148937A/en
Publication of JPS60148937A publication Critical patent/JPS60148937A/en
Publication of JPS6312982B2 publication Critical patent/JPS6312982B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 この発明は、コンクリート製品の接続方法およ
びコンクリート製品の接続具に関し、一層詳細に
は、接続面形状にならつた形状の連結部材を、接
続すべき両コンクリート製品の接続面内に嵌入し
て固定するようにし、接続箇所の漏水を確実に防
止することができるコンクリート製品の接続方法
およびこれに用いられる接続具に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for connecting concrete products and a connecting tool for concrete products. The present invention relates to a method for connecting concrete products that can be fitted into a concrete product and fixed therein to reliably prevent water leakage at the connection point, and a connecting tool used therefor.

従来、排水路として用いられているU字ブロツ
ク等のコンクリート製品の接続方法には、各コン
クリート製品をその接続面間に若干の空隙を残し
て敷設し、この空隙をモルタル等の目地材で埋め
たものがある。この方法は、各コンクリート製品
の位置決めが正確とならず、また接続部の強度も
十分でない。
Conventionally, the method of connecting concrete products such as U-shaped blocks used as drainage channels involves laying each concrete product with a slight gap left between the connecting surfaces, and filling this gap with a joint material such as mortar. There is something. In this method, the positioning of each concrete product is not accurate and the strength of the joints is not sufficient.

また、コンクリート製品の一端の内周面を他端
の外周面形状となるように段差を形成したものが
あり、この段差部で各コンクリート製品を重ね合
わせ、目地材で接続固定する方法がある。これに
よれば、位置決めは正確にかつ容易になされ、ま
た左右方向にはずれないという利点はあるが、上
下方向や前後方向へのずれに対しての強度は十分
でないという欠点がある。
There is also a method in which a step is formed so that the inner peripheral surface of one end of the concrete product has the same shape as the outer peripheral surface of the other end, and each concrete product is overlapped at this step and connected and fixed with joint material. According to this, although there is an advantage that positioning can be performed accurately and easily and there is no deviation in the left-right direction, there is a disadvantage that the strength against deviation in the vertical direction or the front-back direction is not sufficient.

さらにまた、コンクリートの接続面の近傍外壁
面にナツトを埋設し、両コンクリート製品間に亙
る接続板にボルトを挿通してナツトに螺着し、目
地材で目地を埋めて接続する方法がある。これは
強度は十分であるが、施工現場でいちいちボルト
を取り付けなければならず、また接続板の穴位置
とナツトの位置とがなかなか一致せず、その施工
に手間がかかるばかりでなく、ボルトを回すスパ
ナー等の工具が粉失することも多く発生し、さら
に、一般に鉄材で形成されている接続板やボルト
は、コンクリート製品の外表面に露出しているた
めに、長い間に腐触し、耐久性に劣るという欠点
がある。
Furthermore, there is a method of embedding a nut in the outer wall surface near the connecting surface of the concrete, inserting a bolt through a connecting plate extending between the two concrete products, screwing it into the nut, and filling the joint with a joint material to connect. This is strong enough, but the bolts must be installed one by one at the construction site, and the positions of the holes in the connection plate and the nuts do not easily match, which not only takes time and effort, but also makes it difficult to install the bolts. Tools such as spanners are often lost, and connecting plates and bolts, which are generally made of iron, are exposed to the outer surface of concrete products, so they corrode over a long period of time. It has the disadvantage of being inferior in durability.

さらに、前記従来の接続方法によれば、目地材
とコンクリート製品との接着が不十分の場合もあ
り、接続箇所からの漏水を確実に防止することが
できなかつた。
Furthermore, according to the conventional connection method, the adhesion between the joint material and the concrete product may be insufficient, and water leakage from the connection location cannot be reliably prevented.

また、目地材としてモルタルの他に弾力性を有
する部材を用い、これを接続面間に挾圧して漏水
を防止する方法もとられているが、これとて目地
材の耐久性の点から見て、漏水の耐久性に勝れて
確実な防止をすることができないものであつた。
In addition to mortar, elastic materials have also been used as joint materials, which are clamped between connecting surfaces to prevent water leakage. Therefore, it was not possible to securely prevent water leakage with superior durability.

本発明は上記欠点に鑑みてなされたものであ
り、その目的とするところは、両コンクリート製
品の接続に際し接続面形状にならつた形状の連結
部材を、対向する接続面内に嵌入して固定するよ
うにし、その接続作業は短時間で行えて容易であ
り、また接続箇所での漏水を耐久性に勝れて確実
に防止することができるコンクリート製品の接続
方法およびこれに用いられる接続具を提供するに
あり、その特徴は、コンクリート製品の接続面形
状にならつた形状の溝が端面に形成される受部材
が、接続されるべきコンクリート製品のそれぞれ
の接続面の対向位置に開口して埋設され、また外
壁面に前記受部材の溝部対向壁を貫通する複数個
の穴が開口するコンクリート製品をその接続面を
対向させて突き合わせる際に、断面形状が前記受
部材の溝部に嵌合する形状であり、両端近傍の周
面に前記溝部を貫通する穴に対応位置して透孔が
穿設された連結部材を対向する前記受部材間に亙
つて嵌入し、該連結部材の各透孔と前記溝部を貫
通する各穴とを一致させて、前記外壁面に開口す
る穴から挿入される固定部材で挿通し、両コンク
リート製品を固定するようにしたこと、および、
コンクリート製品の接続面形状にならつた形状の
溝が端面に形成され、該溝の対向壁を貫通して複
数箇所に透孔が穿設されており、コンクリート製
品の接続面にその溝が開口するとともに、コンク
リート製品の外壁面に前記透孔と軸心が一致して
連通する穴が開口するようにしてコンクリート製
品内に埋設される受部材と、接続されるべき両コ
ンクリート製品の接続面に開口する前記溝全体に
亙つて嵌入され、周面には両コンクリート製品内
の前記受部材の各透孔と一致する透孔が穿設され
る連結部材と、前記受部材の溝内に嵌入された前
記連結部材の透孔と前記受部材の透孔とを共に挿
通し両者を係合する固定部材とから成るところに
ある。
The present invention has been made in view of the above-mentioned drawbacks, and its purpose is to fit and fix a connecting member having a shape that follows the shape of the connecting surfaces when connecting both concrete products into the opposing connecting surfaces. To provide a method for connecting concrete products and a connecting tool used therein, which allows the connection work to be carried out in a short time and is easy, and which is highly durable and can reliably prevent water leakage at the connection point. The feature is that the receiving member, which has a groove formed on the end face that follows the shape of the connecting surface of the concrete products, is opened and buried at a position opposite to the connecting surface of each concrete product to be connected. Further, when a concrete product having a plurality of holes penetrating the wall opposite the groove of the receiving member on the outer wall surface is butted with their connecting surfaces facing each other, the cross-sectional shape is shaped to fit into the groove of the receiving member. A connecting member having through holes formed in the circumferential surface near both ends at positions corresponding to the holes penetrating the groove is inserted between the opposing receiving members, and each through hole of the connecting member is inserted into the connecting member. Both concrete products are fixed by aligning each hole penetrating the groove with a fixing member inserted through the hole opening in the outer wall surface, and
A groove with a shape that follows the shape of the connecting surface of the concrete product is formed on the end face, and through holes are drilled at multiple locations through the opposing wall of the groove, and the groove opens on the connecting surface of the concrete product. At the same time, a hole is opened in the outer wall surface of the concrete product so that the through hole and the axis thereof coincide with each other and communicate with each other, and a receiving member buried in the concrete product is opened in the connection surface of both concrete products to be connected. a connecting member that is fitted over the entirety of the groove and has through holes drilled in its peripheral surface that match the respective through holes of the receiving member in both concrete products, and a connecting member that is fitted into the groove of the receiving member The fixing member is inserted through the through hole of the connecting member and the through hole of the receiving member to engage them.

以下本発明の好適な実施例を添付図面に基づい
て詳細に説明する。
Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

第1図において、1は断面ロ字状のコンクリー
ト製品であり、その接続面には接続面全周に亙る
受部材2が埋設されている。3は受部材2内に嵌
入される連結部材である。
In FIG. 1, reference numeral 1 denotes a concrete product having a rectangular cross section, and a receiving member 2 is embedded in the connecting surface thereof over the entire circumference of the connecting surface. 3 is a connecting member fitted into the receiving member 2.

受部材2は、第2図に示すように、接続面形状
にならつた形状の角筒状であり、その肉厚部には
一端面で開口し他端面で閉塞する溝2aが形成さ
れている。また受部材2には、溝2aの対向壁を
貫通する透孔2aが複数箇所(図示の例では8箇
所)に穿設されている。
As shown in FIG. 2, the receiving member 2 has a rectangular cylindrical shape that follows the shape of the connecting surface, and a groove 2a that is open at one end surface and closed at the other end surface is formed in its thick part. . Further, the receiving member 2 is provided with a plurality of through holes 2a (eight locations in the illustrated example) that pass through the opposing wall of the groove 2a.

なお、受部材2の形状は、第3図に示すよう
に、前記透孔2bが穿設される部分を溝2aの閉
塞端側に突出させてもよい。これは、受部材2を
コンクリート製品1内に埋設する際に、型枠に設
けられた突起を前記突部に係合することにより、
受部材の位置を正確なものとするためである。ま
た、第4図に示すように溝2aの閉塞端外面に袋
ナツト2cを溶着しておけば、受部材2のコンク
リート製品1内への埋設時に、型枠から挿入され
るボルトを袋ナツト2cに螺合しておき、該ボル
トを型枠外へ引つ張ることにより、受部材2の端
面を型枠面に密着させることができ、受部材2内
へのセメント材の流入を阻止することができる。
As shown in FIG. 3, the shape of the receiving member 2 may be such that the portion where the through hole 2b is formed projects toward the closed end side of the groove 2a. This is done by engaging the protrusions provided on the formwork with the protrusions when embedding the receiving member 2 in the concrete product 1.
This is to ensure accurate positioning of the receiving member. Furthermore, if a cap nut 2c is welded to the outer surface of the closed end of the groove 2a as shown in FIG. By tightening the bolts and pulling the bolts out of the formwork, the end face of the receiving member 2 can be brought into close contact with the formwork surface, and the inflow of cement material into the receiving member 2 can be prevented. can.

また、受部材2の外表面をざらざらにしたり、
あるいは適宜突起を設けるなどすれば、受部材2
はコンクリート製品1内に堅牢に埋設されるもの
となる。
In addition, the outer surface of the receiving member 2 may be made rough, or
Alternatively, if an appropriate protrusion is provided, the receiving member 2
will be firmly buried within the concrete product 1.

連結部材3は、前記溝2a内に嵌入される形状
の筒体であり、その全長は溝2aの深さのほぼ2
倍である。また、連結部材3の両端近傍の周面
の、連結部材3を受部材2内に嵌入したときに前
記透孔2bと軸心が一致する位置にそれぞれ透孔
3aが穿設されている。連結部材3の軸心方向に
おける透孔3aの間隔は両コンクリート製品1を
その接続面間に約10mmの空隙を有して対向させた
ときの対向する受部材2の透孔2bの間隔と同じ
であり、またこの透孔3aを長孔とすることによ
り透孔2aとの一致は容易となる。そして、接続
面間に露出する部分の表面は目地材としてのモル
タルが密着するように、ざらざらになつている。
The connecting member 3 is a cylindrical body shaped to be fitted into the groove 2a, and its total length is approximately 2 times the depth of the groove 2a.
It's double. In addition, through holes 3a are formed in the circumferential surface near both ends of the connecting member 3 at positions whose axes coincide with the through holes 2b when the connecting member 3 is inserted into the receiving member 2. The interval between the through holes 3a in the axial direction of the connecting member 3 is the same as the interval between the through holes 2b of the opposing receiving member 2 when both concrete products 1 are faced with a gap of about 10 mm between their connecting surfaces. Moreover, by making the through hole 3a a long hole, it becomes easy to match with the through hole 2a. The surface of the portion exposed between the connecting surfaces is rough so that mortar as a joint material will adhere tightly.

なお、受部材2の形状が前述の第3図に示す形
状のときは、連結部材2の形状もそれに嵌合する
形状であり、端面に突部が形成され、該突部に3
aが穿設されることとなる。
In addition, when the shape of the receiving member 2 is the shape shown in the above-mentioned FIG.
A will be drilled.

4は固定部材であり、溝2aの対向壁から突出
して透孔2bを挿通すべく丸棒で形成され、コン
クリート製品1の外壁面に透孔2bと同径であつ
て軸心が一致して開口する盲穴4aから挿入さ
れ、透孔2bと透孔3aとを共に貫通する。
Reference numeral 4 denotes a fixing member, which is formed of a round bar so as to protrude from the opposite wall of the groove 2a and be inserted through the through hole 2b. It is inserted through the open blind hole 4a and passes through both the through hole 2b and the through hole 3a.

なお、コンクリート製品1に接続されるべき他
方のコンクリート製品1にも、同様に受部材2が
埋設され、盲穴4aが形成されている。
Note that the receiving member 2 is similarly buried in the other concrete product 1 to be connected to the concrete product 1, and a blind hole 4a is formed.

しかして、第5図aに示すように、2つのコン
クリート製品1を、その接続面を対向させて突き
合わせる際に、予め一方の受部材2に連結部材3
を嵌入しておき、接続面から突出している連結部
材3に他方のコンクリート製品1をその受部材2
で合わせて両コンクリート製品1を突き合わせれ
ば、両コンクリート製品1は互いにずれることな
く仮止めされる。
As shown in FIG.
The other concrete product 1 is inserted into the connecting member 3 protruding from the connecting surface and its receiving member 2 is inserted into the connecting member 3.
If both concrete products 1 are brought together and butted against each other, both concrete products 1 are temporarily fixed without shifting from each other.

次に、第5図に示すように、盲穴4aから固定
部材4を挿入して、透孔2bと透孔3aとを共に
貫通し、固定部材4の頭部に残された盲穴4aを
モルタル5で埋めて、両コンクリート製品は確実
に固定される。
Next, as shown in FIG. 5, the fixing member 4 is inserted through the blind hole 4a, passes through both the through hole 2b and the through hole 3a, and the blind hole 4a left in the head of the fixing member 4 is closed. Fill with mortar 5 to ensure that both concrete products are fixed.

しかる後に、両コンクリート製品1間に残され
た空隙をモルタル等の目地材で埋めるものであ
る。
After that, the gap left between both concrete products 1 is filled with a joint material such as mortar.

なお、一方のコンクリート製品1への連結部材
3の嵌合は、施工現場以外の場所で予め行つてお
いても良く、現場の状況に応じて適宜選択される
ものである。
Note that the fitting of the connecting member 3 to one of the concrete products 1 may be performed in advance at a location other than the construction site, and may be appropriately selected depending on the situation at the site.

また、図示しないが、溝2aの底面にパツキン
グを配設しておき、連結部材3の端面でこのパツ
キングを押圧すれば、この接続箇所での漏水を完
全に防止することができる。
Further, although not shown, if a packing is provided on the bottom of the groove 2a and the end face of the connecting member 3 is pressed against the packing, water leakage at this connection point can be completely prevented.

このようにして、本発明によれば、接続される
べき両コンクリート製品の接続面を対向させ、そ
の接続面に埋設された受部材間に亙つて連結部材
を嵌入して突き合わせるだけで、両コンクリート
製品は互いに正確な位置に仮止めされ、固定部材
を挿入して連結部材と受部材およびコンクリート
製品とを縫い合わせるだけで両コンクリート製品
は確実に固定され、その施工は容易であり、施工
時間も短縮することができ、さらに、受部材や連
結部材、固定部材が鉄材で形成されていても、こ
れらはコンクリート内に埋設されてしまい、腐触
することがなく、長い年月の使用においても、強
度が低下することがない。
In this way, according to the present invention, the connecting surfaces of both concrete products to be connected are faced to each other, and the connecting member is inserted between the receiving members buried in the connecting surfaces and abutted against each other. The concrete products are temporarily fixed to each other in accurate positions, and by simply inserting the fixing member and sewing together the connecting member, the receiving member, and the concrete product, both concrete products are securely fixed.The construction is easy and the construction time is short. Furthermore, even if the receiving members, connecting members, and fixing members are made of iron, they will be buried in concrete and will not corrode, so even after many years of use, No reduction in strength.

さらにまた、連結部材で接続部全体が覆われる
とともに、この連結部材はコンクリート製品の接
続面内に嵌入固定されるので、これを排水路等に
用いた場合に、接続箇所での漏水を耐久性に勝れ
て確実に阻止することができるなどの著効を奏す
る。
Furthermore, the entire connecting part is covered with the connecting member, and this connecting member is fitted and fixed within the connecting surface of the concrete product, so when this is used for drainage channels, etc., it is possible to prevent water leakage at the connecting point with durability. It has great effects, such as being able to defeat and reliably stop the attack.

以上本発明につき好適な実施例を挙げて種々説
明したが、本発明はこの実施例に限定されるもの
ではなく、発明の精神を逸脱しない範囲内で多く
の改変を施し得るのはもちろんのことである。
Although the present invention has been variously explained above with reference to preferred embodiments, the present invention is not limited to these embodiments, and it goes without saying that many modifications can be made without departing from the spirit of the invention. It is.

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

第1図は本発明の接続方法に使用されるコンク
リート製品、連結部材、固定部材の斜視図、第2
図aは受部材の側面図、bはそのA−A断面図、
第3図aは受部材の他の例を示す側面図、bはそ
のB−B断面図、第4図aは受部材の底面図、b
はそのC−C断面図、第5図aはコンクリート製
品を接続した状態を示す側面図、bはそのD−D
断面図である。 1……コンクリート製品、2……受部材、2a
……溝、2b……透孔、2c……袋ナツト、3…
…連結部材、3a……透孔、4……固定部材、4
a……盲穴、5……モルタル。
Figure 1 is a perspective view of concrete products, connecting members, and fixing members used in the connection method of the present invention;
Figure a is a side view of the receiving member, b is its AA sectional view,
Figure 3a is a side view showing another example of the receiving member, b is its BB sectional view, Figure 4a is a bottom view of the receiving member, b
Figure 5a is a side view showing the state in which the concrete products are connected, and Figure 5b is its D-D cross-sectional view.
FIG. 1... Concrete product, 2... Receiving member, 2a
... Groove, 2b... Through hole, 2c... Cap nut, 3...
...Connection member, 3a...Through hole, 4...Fixing member, 4
a...blind hole, 5...mortar.

Claims (1)

【特許請求の範囲】 1 コンクリート製品の接続面形状にならつた形
状の溝が端面に形成される受部材が、接続される
べきコンクリート製品のそれぞれの接続面の対向
位置に開口して埋設され、また外壁面に前記受部
材の溝部対向壁を貫通する複数個の穴が開口する
コンクリート製品をその接続面を対向させて突き
合わせる際に、断面形状が前記受部材の溝部に嵌
合する形状であり、両端近傍の周面に前記溝部を
貫通する穴に対応位置して透孔が穿設された連結
部材を対向する前記受部材間に亙つて嵌入し、該
連結部材の各透孔と前記溝部を貫通する各穴とを
一致させて、前記外壁面に開口する穴から挿入さ
れる固定部材で挿通し、両コンクリート製品を固
定するようにしたことを特徴とするコンクリート
製品の接続方法。 2 コンクリート製品の接続面形状にならつた形
状の溝が端面に形成され、該溝の対向壁を貫通し
て複数箇所に透孔が穿設されており、コンクリー
ト製品の接続面にその溝が開口するとともに、コ
ンクリート製品の外壁面に前記透孔と軸心が一致
して連通する穴が開口するようにしてコンクリー
ト製品内に埋設される受部材と、接続されるべき
両コンクリート製品の接続面に開口する前記溝全
体に亙つて嵌入され、周面には両コンクリート製
品内の前記受部材の各透孔と一致する透孔が穿設
される連結部材と、前記受部材の溝内に嵌入され
た前記連結部材の透孔と前記受部材の透孔とを共
に挿通し両者を係合する固定部材とから成るコン
クリート製品の接続具。
[Scope of Claims] 1. A receiving member having a groove formed in its end face that follows the shape of the connecting surfaces of the concrete products is opened and buried at a position opposite to each connecting surface of the concrete products to be connected, Further, when a concrete product having a plurality of holes penetrating the wall opposite the groove of the receiving member on the outer wall surface is butted with their connecting surfaces facing each other, the cross-sectional shape is shaped to fit into the groove of the receiving member. A connecting member having through holes formed in the circumferential surface near both ends in positions corresponding to the holes passing through the groove is inserted between the opposing receiving members, and each through hole of the connecting member and the above A method for connecting concrete products, characterized in that both concrete products are fixed by aligning each hole penetrating the groove with a fixing member inserted through the hole opening in the outer wall surface. 2 A groove with a shape that follows the shape of the connecting surface of the concrete product is formed on the end face, and through holes are drilled at multiple locations through the opposing wall of the groove, and the groove opens on the connecting surface of the concrete product. At the same time, a receiving member buried in the concrete product is opened in the outer wall surface of the concrete product so that a hole communicating with the through hole coincides with the axis, and the connecting surface of both concrete products to be connected. a connecting member that is fitted over the entire opening of the groove and has a through hole drilled in its peripheral surface that matches each of the through holes of the receiving member in both concrete products; and a connecting member that is fitted into the groove of the receiving member. A connecting tool for a concrete product, comprising a fixing member that is inserted through a through hole of the connecting member and a through hole of the receiving member to engage them.
JP329384A 1984-01-11 1984-01-11 Connection method and connector of concrete product Granted JPS60148937A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP329384A JPS60148937A (en) 1984-01-11 1984-01-11 Connection method and connector of concrete product

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP329384A JPS60148937A (en) 1984-01-11 1984-01-11 Connection method and connector of concrete product

Publications (2)

Publication Number Publication Date
JPS60148937A JPS60148937A (en) 1985-08-06
JPS6312982B2 true JPS6312982B2 (en) 1988-03-23

Family

ID=11553335

Family Applications (1)

Application Number Title Priority Date Filing Date
JP329384A Granted JPS60148937A (en) 1984-01-11 1984-01-11 Connection method and connector of concrete product

Country Status (1)

Country Link
JP (1) JPS60148937A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6250537A (en) * 1985-08-27 1987-03-05 高見 恭司 Cku concrete product with fg joint

Also Published As

Publication number Publication date
JPS60148937A (en) 1985-08-06

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