JPH0799031B2 - Concrete block joining method, concrete block used in the method, and mold device for forming joining recess of the concrete block - Google Patents

Concrete block joining method, concrete block used in the method, and mold device for forming joining recess of the concrete block

Info

Publication number
JPH0799031B2
JPH0799031B2 JP31640192A JP31640192A JPH0799031B2 JP H0799031 B2 JPH0799031 B2 JP H0799031B2 JP 31640192 A JP31640192 A JP 31640192A JP 31640192 A JP31640192 A JP 31640192A JP H0799031 B2 JPH0799031 B2 JP H0799031B2
Authority
JP
Japan
Prior art keywords
block
joint recess
joining
hole
recess
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 - Fee Related
Application number
JP31640192A
Other languages
Japanese (ja)
Other versions
JPH06136841A (en
Inventor
志伸 小林
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.)
Hokukon Co Ltd
Original Assignee
Hokukon Co 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 Hokukon Co Ltd filed Critical Hokukon Co Ltd
Priority to JP31640192A priority Critical patent/JPH0799031B2/en
Publication of JPH06136841A publication Critical patent/JPH06136841A/en
Publication of JPH0799031B2 publication Critical patent/JPH0799031B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、コンクリートブロック
の接合工法及び該工法に用いるコンクリートブロック並
びに該コンクリートブロックの接合凹部を形成する型装
置に関するもである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for joining concrete blocks, a concrete block used in the method, and a mold device for forming a joint recess of the concrete block.

【0002】[0002]

【従来の技術】コンクリートブロック相互を接合する従
来要領の一例としては、図12〜13に示すように、接
合面aに開口してブロック幅方向に延びる挿通孔b,b
を具えるブロックA,Aの接合面相互を、該挿通孔b,
bが連通するように当接させ、連通する挿通孔に遊挿さ
れた緊張棒材cの両端部分を、ブロック表面に凹設した
接合凹部d,d内に突出させ、該緊張棒材cを緊張状態
にしてその端部分を接合凹部dの内面に固定していた。
2. Description of the Related Art As an example of a conventional method for joining concrete blocks to each other, as shown in FIGS. 12 to 13, insertion holes b, b opened on a joining surface a and extending in the block width direction.
The blocks A and A, which are provided with
b are brought into contact with each other so as to communicate with each other, and both end portions of the tension rod member c loosely inserted in the communicating insertion hole are projected into the joint recesses d, d provided in the block surface, and the tension rod member c is attached. In the tensioned state, the end portion is fixed to the inner surface of the joint recess d.

【0003】その固定要領は、前記緊張棒材cがボルト
軸c1である場合には、図12に示すように、接合凹部
d内に突出した端部分(ネジ部)eに座金fを嵌め且つ
該ネジ部eにナットgを螺合して締め付けることによ
り、該端部分を接合凹部内面に固定するものであった。
又前記緊張棒材cが撚線c2である場合には、図13に
示すように、接合凹部d内に突出した端部分hに座金i
を嵌めて後、接合棒材cを緊張させ、且つ、受筒部材j
に密に納装される楔部材kを用いて該端部分を接合凹部
内面に固定するものであった。
When the tension rod c is the bolt shaft c1, the fixing procedure is as shown in FIG. 12, in which a washer f is fitted to an end portion (screw portion) e protruding into the joint recess d and The end portion is fixed to the inner surface of the joint recess by screwing and tightening the nut g onto the screw portion e.
Further, when the tension rod c is the twisted wire c2, as shown in FIG. 13, a washer i is attached to the end portion h protruding into the joint recess d.
After fitting, the joint rod c is tensioned, and the receiving member j
The end portion is fixed to the inner surface of the joint recess by using a wedge member k that is tightly accommodated in.

【0004】このように固定した後、通常は図12〜1
3に示すように、接合凹部dにモルタルmを充填して接
合作業を完了していたが、モルタル充填に先立って、挿
通孔の隙間に液状充填剤(硬化により止水機能を発揮す
る樹脂液やグラウト)を充填することも行われていた。
その要領は、図13に示すように、挿通孔bに連通させ
て設けた座金の透孔nに注入パイプoを差し込み該注入
パイプを介して所要圧力で液状充填剤を挿通孔に注入す
るものであった。
After being fixed in this way, it is usually shown in FIGS.
As shown in FIG. 3, the joining work was completed by filling the joining recess d with the mortar m, but prior to the filling of the mortar, a liquid filler (a resin liquid exhibiting a water-stopping function by curing) was filled in the gap of the insertion hole. And grout) were also used.
As shown in FIG. 13, the procedure is to insert an injection pipe o into a through hole n of a washer provided in communication with the insertion hole b, and inject the liquid filler into the insertion hole through the injection pipe at a required pressure. Met.

【0005】[0005]

【発明が解決しようとする課題】かかる従来の接続工法
による場合、挿通孔の隙間をそのままにしておくときに
は、緊張棒材とブロックが一体性を有さないために該緊
張棒材が剪断補強材として有効に機能しないという問題
があった。又接合凹部へのモルタルの充填が不十分であ
ったり、施工後に充填モルタルが収縮して接合凹部内面
とモルタルの密着不良が生ずると、接合凹部から侵入し
た水が挿通孔にも侵入して漏水や緊張棒材の腐蝕を生ぜ
しめる問題があった。
According to the conventional connecting method, when the gap of the insertion hole is left as it is, the tension rod and the block do not have a unity structure, so that the tension rod is a shear reinforcement member. There was a problem that it did not work effectively. If the mortar is not sufficiently filled in the joint recess, or if the filled mortar contracts after installation and the mortar does not adhere well to the inner surface of the joint recess, the water that has entered from the joint recess will also enter the insertion hole and leak water. There was a problem that caused corrosion of the tension bar.

【0006】このような問題点を解決せんとして、前記
のように、挿通孔の隙間に液状充填剤を充填することが
行われていたのであるが、この場合も次の理由により、
挿通孔に密実に液状充填剤を充填することは困難であ
り、従って、挿通孔を充填しない場合の前記問題点が解
決されていないのが実情であった。即ち、座金と当接す
る接合凹部内面(コンクリート面)は完全な平滑面とし
ては形成されていないために、両者の当接部分pに隙間
が生じ、挿通孔内に注入された液状充填剤がこの隙間よ
り逆流する現象(図13において符号qで示す逆流現
象)が生じたこと、又特に緊張棒材が撚線を用いて形成
されているときは、素線間の隙間からも液状充填剤が逆
流する現象(図13において符号rで示す逆流現象)が
生じたことによって、液状充填剤を密実に充填すること
が困難で挿通孔内部に空隙が生じたからである。
In order to solve such a problem, it has been attempted to fill the gap between the insertion holes with the liquid filler as described above, but in this case as well, for the following reason.
It is difficult to densely fill the insertion hole with the liquid filler. Therefore, the above-mentioned problems in the case where the insertion hole is not filled have not been solved. That is, since the inner surface (concrete surface) of the joining recess that abuts the washer is not formed as a completely smooth surface, a gap is created at the abutting portion p of both, and the liquid filler injected into the insertion hole is When a phenomenon of backflow from the gap (a backflow phenomenon shown by reference numeral q in FIG. 13) has occurred, and particularly when the tension rod member is formed by using a twisted wire, the liquid filler also flows from the gap between the strands. This is because it is difficult to densely fill the liquid filler due to the phenomenon of backflow (a backflow phenomenon indicated by symbol r in FIG. 13), and voids are formed inside the insertion holes.

【0007】このような充填の不完全さを解消するた
め、挿通孔に液状充填剤を充填するという略同様の目的
で採用されている橋梁分野の技術を転用することも考え
られないではない。図14は、これを転用したと仮定し
た場合の施工要領を説明するものであり、一端が閉塞さ
れた円筒体sの他端縁に固定鍔tを周設してなる充填用
のキャップuを用い、その固定鍔tを、リング状弾性止
水材vを介在させて接合凹部dの開口周縁部分に当接さ
せ且つアンカーボルトwを用いてブロック表面に密接に
固定し、円筒体tに設けた注入孔xより、内部に液状充
填剤を充填する。このようにするときは液状充填剤の漏
出が生じないため、挿通孔b内に液状充填剤を密実に充
填することが可能となる。
In order to eliminate such incompleteness of filling, it is not unthinkable to diversify the technique in the field of bridges, which is adopted for substantially the same purpose of filling the insertion hole with the liquid filler. FIG. 14 is a diagram for explaining a construction procedure when it is assumed that this is diverted, and a filling cap u formed by surrounding a fixed brim t on the other end edge of the cylindrical body s whose one end is closed is shown. Using the ring-shaped elastic water blocking material v, the fixed brim t is brought into contact with the opening peripheral edge portion of the joint recess d and is closely fixed to the block surface using the anchor bolt w, and is provided on the cylindrical body t. A liquid filler is filled inside through the injection hole x. In this case, the liquid filler does not leak, so that the liquid filler can be densely filled in the insertion hole b.

【0008】しかし、ブロック接合後もキャップは図1
5に示すように突出状態にそのまま残るため(図1を例
にとると、蓋部材39の装着部分が全て突出することに
なる)、それがブロックの可視面に並設状態に突出する
ことは外観上好ましくなく、特に浄化槽等の槽を構築す
るブロックの接合にあってキャップが槽内面部に突出す
るときには、突出部に物が引っ掛かる恐れがあったり該
突出部によって槽の有効容積が減ずる等、機能的な面に
おいても不都合があった。加えて前記キャップはコスト
的にも高く付くことから、各接合凹部に一個ずつのキャ
ップを取り付けるとなると施工コストの上昇を招く問題
があった。
However, the cap is still shown in FIG.
As shown in FIG. 5, the protrusion remains as it is (in the example of FIG. 1, all the mounting portions of the lid member 39 protrude), so that it does not protrude in parallel with the visible surface of the block. It is not desirable in appearance, especially when the cap is protruding to the inner surface of the tank when joining blocks that construct a tank such as a septic tank, there is a risk that something will get caught in the protruding portion or the effective volume of the tank will be reduced by the protruding portion. There was also a problem in terms of functionality. In addition, since the cap is expensive in terms of cost, there is a problem that installation cost increases if one cap is attached to each joint recess.

【0009】本発明は、係る従来の問題点に鑑みて、施
工の確実化、容易化、施工コストの低減を達成せんとし
て開発されたものであり、前記問題点を一挙に解決しう
るコンクリートブロックの接合工法の提供を目的とする
ものである。又本発明は、該工法に用いるコンクリート
ブロックの提供を目的とし、さらに該コンクリートブロ
ックの接合凹部を形成する型装置の提供を目的とするも
のである。
In view of the above conventional problems, the present invention was developed with the aim of achieving reliable, easy construction and reducing construction costs, and a concrete block capable of solving the above problems at once. The purpose is to provide the joining method of. Another object of the present invention is to provide a concrete block used in the method, and further to provide a mold device for forming a joint recess of the concrete block.

【0010】[0010]

【課題を解決するための手段】上記課題を解決するため
本発明は以下の如き手段を採用する。即ち、本発明に係
るコンクリートブロックの接合工法(以下接合工法とい
う)は、接合面10に開口してブロック幅方向に延びる
挿通孔21を具えるコンクリートブロック1,1の接合
面相互を、挿通孔21,21が連通するように当接させ
て後,連通する挿通孔に遊挿された緊張棒材23の両端
部分を、ブロック表面に凹設した接合凹部25,25内
に突出させ、且つ該緊張棒材23を緊張させてその端部
分を接合凹部の内面に固定し、この固定は挿通孔21と
接合凹部25を連通させて行うものとし,その後接合凹
部の開口側の内周部に、接合凹部25の深さ方向に透孔
42が貫設された円板状の蓋部材39をねじ込み、該ね
じ込まれた状態においては蓋部材表面がブロック表面と
略面一となるようにし,然る後、一方の蓋部材に設けた
透孔、あるいは挿通孔の所要部位に連通した注入口より
液状充填剤を注入し、接合凹部及び挿通孔に液状充填剤
を充填することを特徴とするものである。
To solve the above problems, the present invention employs the following means. That is, the method for joining concrete blocks according to the present invention (hereinafter referred to as the joining method) is a method in which the joining surfaces of the concrete blocks 1 and 1 each having the through hole 21 that opens in the joining surface 10 and extends in the block width direction After abutting the 21, 21 so as to communicate with each other, both end portions of the tension rod member 23 loosely inserted in the communicating through hole are projected into the joint recesses 25, 25 recessed in the block surface, and The tension rod member 23 is tensioned to fix its end portion to the inner surface of the joint recess, and this fixing is performed by communicating the insertion hole 21 and the joint recess 25, and then the inner peripheral portion on the opening side of the joint recess, A disc-shaped lid member 39 having a through hole 42 penetrating in the depth direction of the joint recess 25 is screwed in, and in the screwed state, the lid member surface is substantially flush with the block surface. After that, it was provided on one lid member Holes, or liquid filler is injected from the injection port communicating with the required site of the insertion hole, it is characterized in that to fill the liquid filler bonding recesses and through holes.

【0011】又前記接合工法に用いるコンクリートブロ
ック(以下ブロックという)は、接合面10において開
口し且つブロック幅方向に延びる挿通孔21が設けら
れ、該挿通孔21は、ブロック表面に凹設した接合凹部
25に連通せしめられ,該接合凹部25は、表面側程拡
大する接合凹部主体26の開口端に円形孔部29が連設
され、該円形孔部29のコンクリート周面には雌ネジ部
30が直接凹設されてなり、又該円形孔部29には、前
記雌ネジ部30と螺合する雄ネジ部40を周面に有し且
つ接合凹部25の深さ方向に透孔42が貫設された円板
状の蓋部材39がねじ込まれることによって、接合凹部
25が閉蓋されるものとなされ、該ねじ込まれた状態に
おいては蓋部材表面がブロック表面と略面一となること
を特徴とするものである。
Further, the concrete block used for the joining method (hereinafter referred to as a block) is provided with an insertion hole 21 which is open in the joint surface 10 and extends in the block width direction, and the insertion hole 21 is a recess formed on the surface of the block. A circular hole 29 is continuously provided at the opening end of a main body 26 of the joint recess which is enlarged toward the front side, and the female hole 30 is formed on the concrete peripheral surface of the circular hole 29. Is directly recessed, and the circular hole portion 29 has a male screw portion 40 to be screwed with the female screw portion 30 on its peripheral surface, and a through hole 42 penetrates in the depth direction of the joining recessed portion 25. The joining recess 25 is closed by screwing the provided disc-shaped lid member 39, and the lid member surface is substantially flush with the block surface in the screwed state. With That.

【0012】又前記コンクリートブロックの接合凹部を
形成する型装置(以下型装置という)43は、先側程細
くなる第1の型45と、円錐台状をなしその先端側の周
縁部分51が第1の型45の基端周縁52よりも外方に
突出し(先端側の周縁51aが部分的に基端周縁52に
合致する場合を含む)且つその周面には突部ネジ53が
設けられてなる第2の型46とを具え、両型45,46
は、両者の軸線が合致して第1の型の基端面と第2の型
の先端面相互が当接した状態で固定手段により分離可能
に固定されることを特徴とするものである。該型装置に
おいて、第1の型45はゴム質素材を以て形成するのが
よい。
A mold device (hereinafter referred to as a mold device) 43 for forming a joint concave portion of the concrete block has a first mold 45 which is tapered toward the front side, and a frustoconical peripheral part 51 on the tip side thereof. The mold 45 of No. 1 projects outwardly from the base end peripheral edge 52 (including the case where the front end side peripheral edge 51 a partially matches the base end peripheral edge 52), and a projection screw 53 is provided on the peripheral surface thereof. And a second mold 46
Is characterized in that it is separably fixed by the fixing means in a state where the axes of both are aligned and the base end face of the first die and the tip end face of the second die are in contact with each other. In the mold device, the first mold 45 is preferably made of a rubber material.

【0013】[0013]

【実施例】以下本発明の実施例を図面に基づいて説明す
る。図1は本発明に用いるコンクリートブロック(以下
ブロックという)1の一実施例を示すものであり、浄化
槽を構築するための立壁ブロックとして形成されてい
る。該ブロック1は、上下方向に長い立壁部2の下端
に、つま先部分3とかかと部分5を具える台座部6が設
けられ、立壁部2の内面には、水平板7の端部を受ける
受部9が突設されている。ブロック両端の接合面10,
10には、図2〜3に示すように、上方に開口し下方に
直線状に延びて台座部6の下端近傍に至る充填孔11を
該接合面10,10相互が当接した状態において形成す
る(図2)、例えば半円弧状をなす凹溝12,12が、
上下連続して設けられている。又該接合面10には、例
えばブチルゴムからなる弾性軟質止水材13を嵌込むた
めの台形状をなす嵌込溝15を、凹溝12をその上端を
除いてU字状に囲むように設けてなり、接合面相互が当
接したとき、弾性軟質止水材13を圧縮状態に収容させ
る収容部16(図6)が対応嵌込溝15,15の合致に
よって形成される。なお図3においては、説明の便宜
上、弾性軟質止水材13は密集状態に点を付して表して
いる。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows an embodiment of a concrete block (hereinafter referred to as a block) 1 used in the present invention, which is formed as a standing wall block for constructing a septic tank. The block 1 is provided with a pedestal portion 6 having a toe portion 3 and a heel portion 5 at the lower end of a vertical wall portion 2 which is long in the vertical direction, and an inner surface of the vertical wall portion 2 receives a receiving end of a horizontal plate 7. The part 9 is provided so as to project. Joint surfaces 10 at both ends of the block,
As shown in FIGS. 2 to 3, a filling hole 11 extending upward and extending linearly downward and reaching the vicinity of the lower end of the pedestal portion 6 is formed in the state in which the joining surfaces 10 and 10 are in contact with each other. (FIG. 2), for example, the semicircular concave grooves 12, 12 are
It is provided continuously in the vertical direction. Further, a trapezoidal fitting groove 15 for fitting an elastic and soft waterproof material 13 made of, for example, butyl rubber, is provided in the joint surface 10 so as to surround the concave groove 12 in a U shape except the upper end thereof. When the joining surfaces come into contact with each other, the accommodating portion 16 (FIG. 6) for accommodating the elastic and soft water blocking material 13 in a compressed state is formed by the matching fitting grooves 15, 15. Note that, in FIG. 3, for convenience of explanation, the elastic and soft water blocking material 13 is shown in a dense state with dots.

【0014】又ブロック一端の凹溝12には、図1、図
3に示すように、その下端側の部分において、一端がつ
ま先部分3の表面に開口し且つ他端が凹溝12に開口1
7する注入孔19が連設されている。
As shown in FIGS. 1 and 3, in the groove 12 at one end of the block, one end is opened at the surface of the toe portion 3 and the other end is opened at the groove 12 at the lower end side thereof.
The injection holes 19 are connected in series.

【0015】又凹溝12の上下方向の所要部位には、図
2に示す如く、凹溝12に開口して立壁部の幅方向に直
線状に延びる挿通孔21が設けられており、接合面相互
が当接したとき、該挿通孔21,21は直線状に連通す
る(図6)。本実施例において該挿通孔21は、図5に
示すように、両端部分に雄ネジ部22,22を有するボ
ルト軸として形成された緊張棒材23の全体を遊挿させ
うる長さに形成されており、且つ該挿通孔21の略中央
部分には、ブロックの内面側の表面部を凹ませることに
よって、開口端側ほど拡張する例えば角錐台状の接合凹
部25が形成されている。該接合凹部25は、図2、図
5に示すように、表面側程拡大する接合凹部主体26の
開口端に、段差27を介して円形孔部(本実施例におい
てはテーパ孔部)29を連設してなり、該テーパ孔部の
テーパを有するコンクリート周面には雌ネジ部30が直
接凹設されている。
As shown in FIG. 2, an insertion hole 21 that opens in the groove 12 and extends linearly in the width direction of the standing wall is provided at a required portion of the groove 12 in the vertical direction. When they abut each other, the insertion holes 21 and 21 communicate with each other linearly (FIG. 6). In this embodiment, as shown in FIG. 5, the insertion hole 21 is formed to have a length such that the entire tension rod member 23 formed as a bolt shaft having male screw portions 22 and 22 at both end portions can be loosely inserted. In addition, in the substantially central portion of the insertion hole 21, there is formed a joint recess 25 having, for example, a truncated pyramid shape that is expanded toward the opening end side by recessing the surface portion on the inner surface side of the block. As shown in FIGS. 2 and 5, the joint recess 25 has a circular hole portion (tapered hole portion in this embodiment) 29 through a step 27 at the opening end of the joint recess main body 26 that expands toward the front side. A female screw portion 30 is directly recessed on the concrete peripheral surface having a taper of the tapered hole portion.

【0016】そして、前記緊張棒材23を挿通孔21に
遊挿して接合凹部25内に突出せしめた雄ネジ部22
に、接合凹部25の傾斜壁面31と裏面32が当接し且
つ表面33が挿通孔の軸線と直角をなす当接面を形成す
る座金35を嵌めて後、ナット36を螺合させこれを締
め付けることによりブロック相互を接合可能とされてい
る(図6)。なお該座金35には、挿通孔21に連通す
る孔37が形成されている。
Then, the male rod portion 22 is formed by loosely inserting the tension rod member 23 into the insertion hole 21 and projecting it into the joint recess 25.
Then, a washer 35 is fitted into which the inclined wall surface 31 and the back surface 32 of the joint recess 25 are in contact with each other, and the front surface 33 forms an abutment surface that is perpendicular to the axis of the insertion hole. The blocks can be joined together by (Fig. 6). A hole 37 communicating with the insertion hole 21 is formed in the washer 35.

【0017】又接合凹部25は、図6に示すように蓋部
材39によって閉蓋可能となされている。該蓋部材39
は図2に示すように円板状をなし、前記テーパ孔部29
に設けた前記雌ネジ30と螺合する雄ネジ部40を、テ
ーパ孔部のテーパ角に即応したテーパを有する周面38
に有し、且つ周縁に偏倚させて、接合凹部の深さ方向に
延び且つ栓41によって塞がれる(図1)透孔42を有
する。そして閉蓋状態においては、図6〜7に示すよう
に、蓋部材外面が立壁部の外面と面一となり且つ透孔4
2が上位置に存するようになされている。
The joint recess 25 can be closed by a lid member 39 as shown in FIG. The lid member 39
As shown in FIG. 2, it has a disk shape, and the tapered hole 29
A male screw portion 40 that is screwed into the female screw 30 provided on the outer peripheral surface 38 having a taper corresponding to the taper angle of the taper hole portion.
And has a through hole 42 that is offset toward the peripheral edge, extends in the depth direction of the joint recess, and is closed by the plug 41 (FIG. 1). Then, in the closed state, as shown in FIGS. 6 to 7, the outer surface of the lid member is flush with the outer surface of the standing wall portion and the through hole 4 is formed.
2 is in the upper position.

【0018】図4、図8は、前記接合凹部25を形成す
る型装置43を示すものであり、該型装置43は、例え
ばネジ固定手段を用いて着脱自在とされた第1の型45
と第2の型46を具える。該第1の型45は多角錐台状
をなし、その側面部には、前記挿通孔21を形成する中
子棒材47を貫通させる貫通孔49が設けられており、
全体がゴム質素材を以て形成されている。又第2の型4
6は、例えば塩化ビニル樹脂を以って形成されており、
テーパ周面50を具える偏平な円板状に形成され、その
先端面側の周縁部分51が、第1の型45の基端面の周
縁52よりも外方に突出する。又テーパ周面50には螺
旋状の突部ネジ53が設けられている。
4 and 8 show a mold device 43 for forming the joint recess 25. The mold device 43 is a first mold 45 which is detachable by using, for example, screw fixing means.
And a second mold 46. The first mold 45 has a polygonal truncated pyramid shape, and a side surface portion thereof is provided with a through hole 49 through which the core rod member 47 forming the insertion hole 21 passes.
The whole is made of rubber material. Also the second mold 4
6 is formed of, for example, vinyl chloride resin,
It is formed in a flat disk shape having a tapered peripheral surface 50, and a peripheral edge portion 51 on the front end surface side thereof projects outward more than a peripheral edge 52 of the base end surface of the first die 45. Further, a spiral projection screw 53 is provided on the tapered peripheral surface 50.

【0019】図8に示すように、かかる構成を有する第
1の型45と第2の型46をその軸線を合致させて当接
せしめ、且つ、型板55を挿通し第2の型46に設けた
ネジ挿通孔56を挿通する固定ネジ57を、第1の型4
5の先端面に開口するインサート59に螺合させること
により、図8に示すように、第1の型45と第2の型4
6は一体化した状態で、型板55に所要に位置決めされ
て固定される。
As shown in FIG. 8, the first die 45 and the second die 46 having such a configuration are brought into contact with each other with their axes aligned, and the die plate 55 is inserted into the second die 46. The fixing screw 57 that is inserted through the provided screw insertion hole 56 is attached to the first mold 4
As shown in FIG. 8, the first die 45 and the second die 4 are screwed into the insert 59 that is open at the tip surface of the die 5.
6 is in an integrated state and is positioned and fixed to the template 55 as required.

【0020】かかる型装置43を用いてブロックの前記
接合凹部25を形成するには、該型装置43を型板55
の所要部位に組み込んでコンクリートを打設しコンクリ
ートが硬化した後、図9に示すように固定ネジ57を取
り外して型板55を分離する。その後第2の型46を逆
回転して脱型し(図9)、然る後中子部材47を抜取
り、第1の型45を除去する(図10)。なお本実施例
においては第1の型45を変形可能のゴム質素材を以て
形成しているため、その脱型が容易である。
In order to form the joint recess 25 of the block using the mold device 43, the mold device 43 is used to form the mold plate 55.
After the concrete is set in the required area of (1) and the concrete is set and the concrete is hardened, the fixing screws 57 are removed to separate the template 55 as shown in FIG. After that, the second mold 46 is reversely rotated to remove the mold (FIG. 9), after which the core member 47 is extracted and the first mold 45 is removed (FIG. 10). In this embodiment, since the first die 45 is made of a deformable rubber material, it is easy to remove the die.

【0021】然して、かかる構成を有するブロック1,
1相互を接合する要領は次のようである。即ち図5に示
すように、予め、何れか一方の接合面例えば左側の接合
面10に形成された嵌込溝15の底部に弾性軟質止水材
13を貼着しておき、又何れか一方のブロックの挿通孔
例えば右側のブロックの挿通孔21に緊張棒材23を完
全に挿入しておく。
However, the block 1 having such a configuration
The procedure for joining one to the other is as follows. That is, as shown in FIG. 5, the elastic soft water blocking material 13 is attached in advance to the bottom portion of the fitting groove 15 formed on one of the joint surfaces, for example, the left joint surface 10, and either one of them is attached. The tension rod 23 is completely inserted into the insertion hole of the block, for example, the insertion hole 21 of the right block.

【0022】その後図6に示すように、両接合面の凹溝
12,12が合致するように接合面10,10を当接さ
せて後、緊張棒材23を接合面10より突出させ、連通
状態にある他方の挿通孔21内にこれを挿入し、雄ネジ
部22,22を接合凹部25,25内に突出させる。
After that, as shown in FIG. 6, the joining surfaces 10 and 10 are brought into contact with each other so that the recessed grooves 12 and 12 on both joining surfaces are aligned with each other, and then the tension bar member 23 is projected from the joining surface 10 to communicate with each other. This is inserted into the other insertion hole 21 in the state, and the male screw portions 22 and 22 are projected into the joint recesses 25 and 25.

【0023】その後図6に示すように、雄ネジ部22に
前記座金35を嵌めてナット36を締め付けると、緊張
棒材23を介してブロック1,1相互が連結され、弾性
軟質止水材13は、両嵌込溝15,15の合致によって
形成された収容部16内に圧縮状態で収容される。
After that, as shown in FIG. 6, when the washer 35 is fitted to the male screw portion 22 and the nut 36 is tightened, the blocks 1 and 1 are connected to each other via the tension rod member 23, and the elastic and soft water blocking member 13 is connected. Is accommodated in a compressed state in the accommodating portion 16 formed by the matching of the two fitting grooves 15, 15.

【0024】然る後、接合凹部25を蓋部材39のねじ
込みによって閉蓋し、前記注入孔19より液状充填剤
(例えば樹脂液やグラウト等)を充填する。この充填の
際、充填孔11は、ブロック上端において開放するよう
に、圧縮状態の弾性軟質止水部材13によって囲まれて
いるため、注入された液状充填剤は、外部への漏出が防
止されて充填孔11を満たしつつその一部は挿通孔21
内に流入し、座金35に設けた孔37より接合凹部25
内に流出する。その際透孔42より内部の空気が排出さ
れ、該透孔42から液状充填剤が流出したことを以て、
接合凹部25内が液状充填剤で充填されたことを確認で
きる(図7参照)。この状態で、透孔42を栓41で塞
ぐ(図1)。液状充填剤はこのようにして充填孔11を
満たしていき、それが上端開放部(排気口)59より流
出したことを以て、充填孔11、各挿通孔21…、各接
合凹部25…が液状充填剤で充填されたことを確認でき
る。なお挿通孔21への液状充填剤の注入は、一方の蓋
部材に設けた透孔より行うこともあり、この場合には、
他方の蓋部材の透孔より液状充填剤が流出したことを以
て液状充填剤が挿通孔に充填されたことを確認できる。
After that, the joint recess 25 is closed by screwing the lid member 39, and a liquid filler (for example, resin liquid or grout) is filled from the injection hole 19. At the time of this filling, the filling hole 11 is surrounded by the elastic soft water stop member 13 in the compressed state so as to be opened at the upper end of the block, so that the injected liquid filler is prevented from leaking to the outside. While filling the filling hole 11, a part thereof is inserted through the insertion hole 21.
Into the joint recess 25 through the hole 37 provided in the washer 35.
Spills in. At that time, the internal air is discharged from the through hole 42, and the liquid filler flows out from the through hole 42.
It can be confirmed that the inside of the joint recess 25 is filled with the liquid filler (see FIG. 7). In this state, the through hole 42 is closed with the plug 41 (FIG. 1). The liquid filler thus fills the filling hole 11 and flows out from the upper end open portion (exhaust port) 59, so that the filling hole 11, each insertion hole 21 ..., Each joint recess 25 ... It can be confirmed that it has been filled with the agent. The liquid filler may be injected into the insertion hole 21 through a through hole provided in one lid member. In this case,
The fact that the liquid filler has flowed out of the through hole of the other lid member can confirm that the liquid filler has been filled in the insertion hole.

【0025】図11はブロック1の他の実施例を示すも
のであり、該ブロック1は、接合面10に開口してブロ
ック幅方向に延び且つブロック端部の接合凹部(角錐台
状あるいは円錐台状を呈する)25に開口する挿通孔2
1が設けられ、又内外周面にネジ溝60,61が設けら
れたネジリング62が接合凹部25の開口周縁部に埋設
されてなる。そして前記と同様の構成を有する蓋部材3
9が該ネジリングの内ネジ溝60にネジ込み可能とされ
ている。
FIG. 11 shows another embodiment of the block 1. The block 1 is opened in the joint surface 10 and extends in the width direction of the block, and the joint concave portion at the end of the block (pyramidal truncated cone or truncated cone). Insertion hole 2 opened to 25)
1 is provided, and a screw ring 62 having screw grooves 60 and 61 provided on the inner and outer peripheral surfaces is embedded in the peripheral edge portion of the opening of the joint recess 25. And the lid member 3 having the same structure as the above
9 can be screwed into the inner thread groove 60 of the thread ring.

【0026】かかる構成を有するブロック相互を接合す
るには、該ブロック1,1相互を、挿通孔21,21が
連通する如く接合面10,10を当接させ、且つ連通す
る挿通孔21,21に遊挿された緊張棒材(本実施例に
おいては撚線として形成されている)23の端部分6
3,63を、前記接合凹部25,25内に突出させ、該
緊張棒材23を緊張させて後、その両端部分を固定具
(座金65と楔部材66と受筒部材67とからなる)を
用いて接合凹部の内面に固定し、この固定状態において
は、座金65に設けられている孔69によって挿通孔2
1と接合凹部25が連通する如くなし、その後、内ネジ
溝60に蓋部材39をねじ込み、然る後、一方の蓋部材
に設けた透孔42より液状充填剤を注入し、他方の蓋部
材39の透孔42より液状充填剤が流出したことを以て
液状充填剤の注入を終了する。
In order to join the blocks having the above construction, the blocks 1 and 1 are brought into contact with the joining surfaces 10 and 10 so that the through holes 21 and 21 are communicated with each other, and the through holes 21 and 21 are communicated with each other. The end portion 6 of the tension rod 23 (formed as a twisted wire in this embodiment) 23 loosely inserted in the
3, 63 are projected into the joint recesses 25, 25, the tension bar 23 is tensioned, and then both ends of the tension bar 23 are fixed with a fixture (including a washer 65, a wedge member 66, and a receiving cylinder member 67). It is fixed to the inner surface of the joint recess by using the insertion hole 2 in the fixed state by the hole 69 provided in the washer 65.
1 and the joining recess 25 are formed so as to communicate with each other, then the lid member 39 is screwed into the inner thread groove 60, and then the liquid filler is injected through the through hole 42 provided in one lid member, and the other lid member. The injection of the liquid filler is completed when the liquid filler flows out from the through hole 42 of 39.

【0027】[0027]

【発明の効果】本発明は以上のように構成しているた
め、以下の如き優れた効果を奏する。 本発明に係る接合工法は、緊張棒材の端部分を接合
凹部の内面に固定して後、ブロックに設けた接合凹部の
開口側の内周部に蓋部材をねじ込むことによって接合凹
部を閉蓋し、該閉蓋状態においては蓋部材表面とブロッ
ク表面を略面一とし、一方の蓋部材に設けた透孔、ある
いは挿通孔の所要部位に連通した注入口より液状充填剤
を注入して、接合凹部及び挿通孔に液状充填剤を充填す
るものである。
Since the present invention is constituted as described above, it has the following excellent effects. In the joining method according to the present invention, after fixing the end portion of the tension rod member to the inner surface of the joining recess, the joining recess is closed by screwing the lid member into the inner peripheral portion on the opening side of the joining recess provided in the block. Then, in the closed state, the surface of the lid member and the surface of the block are substantially flush with each other, and a liquid filler is injected from a through hole provided in one of the lid members or an injection port communicating with a required portion of the insertion hole, The joining recess and the insertion hole are filled with a liquid filler.

【0028】従って、接合凹部及び挿通孔への液状充填
剤の充填を一工程で能率的に行うことができる。しかも
液状充填剤を密実に充填することが可能となり、緊張棒
材を剪断補強材として有効に機能させうるとともに、漏
水を引き起こしたり緊張棒材の腐蝕を招くという従来の
問題点を解消することができる。
Therefore, the filling of the liquid filler into the joint recess and the insertion hole can be efficiently performed in one step. Moreover, it becomes possible to densely fill the liquid filler, and it is possible to effectively function the tension rod material as a shearing reinforcement material, and it is possible to eliminate the conventional problems of causing water leakage and causing corrosion of the tension rod material. it can.

【0029】これに加えて、前記橋梁分野の技術の転用
によっては全く達成できない独特の効果を奏する。即
ち、閉蓋状態においては蓋部材表面とブロック表面が略
面一となるために、ブロックの可視面にキャップが突出
したりあるいは構築された浄化槽等の槽内面部にキャッ
プが突出する等して外観的な面や機能的な面において不
都合が生ずるのを回避しうる。又、円板状の蓋部材は円
筒状のキャップに比べて安価に製作できるため、施工コ
ストの低減も期しうる。
In addition to this, it has a unique effect that cannot be achieved at all by diverting the technology in the bridge field. That is, in the closed state, the surface of the lid member and the surface of the block are substantially flush with each other, so that the cap protrudes from the visible surface of the block or the cap protrudes from the inner surface of the constructed septic tank. It is possible to avoid inconvenience in terms of physical and functional aspects. In addition, since the disc-shaped lid member can be manufactured at a lower cost than the cylindrical cap, the construction cost can be reduced.

【0030】 本発明に係るブロックは、接合凹部の
開口側のコンクリート周面に雌ネジ部を直接凹設するこ
ととし、該雌ネジ部に蓋部材の雄ネジ部を螺合させ、接
合凹部を蓋部材で閉蓋することとしている。そのため、
図14に示すように接合凹部にネジリングを埋設する場
合と比較したとき、経費の掛かるネジリングやその埋設
工程が不要となるため、その分、ブロックの製造コスト
を低減させうる。
In the block according to the present invention, the female screw portion is directly recessed on the concrete peripheral surface on the opening side of the joint recess, and the male screw portion of the lid member is screwed into the female screw portion to form the joint recess. The lid member is used to close the lid. for that reason,
As compared with the case where the screw ring is embedded in the joint recess as shown in FIG. 14, the costly screw ring and the step of burying the screw ring are not necessary, so that the manufacturing cost of the block can be reduced accordingly.

【0031】 本発明に係る型装置は、第1の型と第
2の型を固定手段により分離可能に固定する構成を採用
するため、両型の固定状態を解除して後第2の型を逆回
転して脱型することにより、接合凹部の開口側の内周部
に自ずから雌ネジ部を形成できる。そして逆回転による
脱型は第2の型だけで良いため、第1の型と第2の型の
全体を逆回転して脱型する場合に比し、脱型作業を無理
なく容易に行うことができる。特に第1の型をゴム質素
材を以て形成するときには、第1の型を、その無理のな
い変形によって容易に脱型できる。
Since the mold device according to the present invention adopts a configuration in which the first mold and the second mold are separably fixed by the fixing means, the fixed state of both molds is released and the rear second mold is released. By reversely rotating and releasing from the mold, the female screw portion can be naturally formed on the inner peripheral portion on the opening side of the joining recess. Since the second mold is sufficient for demolding by reverse rotation, the demolding work can be performed easily and comfortably as compared with the case of demolding by rotating the first and second molds in reverse. You can In particular, when the first mold is made of a rubber material, the first mold can be easily demolded by its natural deformation.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明に係るブロックをその接合状態において
示す斜視図である。
FIG. 1 is a perspective view showing a block according to the present invention in a joined state.

【図2】ブロックの接合側の端部分を説明する斜視図で
ある。
FIG. 2 is a perspective view illustrating an end portion of a block on a joining side.

【図3】ブロックの側面部分の構成を、弾性軟質止水材
を装着した状態において説明する説明図である。
FIG. 3 is an explanatory diagram illustrating a configuration of a side surface portion of a block in a state where an elastic soft water blocking material is attached.

【図4】型装置を説明する斜視図である。FIG. 4 is a perspective view illustrating a mold device.

【図5】ブロック相互の接合要領を説明する断面図であ
る。
FIG. 5 is a cross-sectional view illustrating a procedure for joining blocks to each other.

【図6】ブロック相互の接合状態を説明する断面図であ
る。
FIG. 6 is a cross-sectional view illustrating a joined state of blocks.

【図7】接合凹部に液状充填剤を充填した状態を説明す
る断面図である。
FIG. 7 is a cross-sectional view illustrating a state where a joining recess is filled with a liquid filler.

【図8】型装置を型板に固定した状態を説明する断面図
である。
FIG. 8 is a cross-sectional view illustrating a state in which the mold device is fixed to the mold plate.

【図9】型板を取外した状態を、第1の型を逆回転して
脱型する要領とともに説明する断面図である。
FIG. 9 is a cross-sectional view for explaining a state in which the mold plate has been removed, together with the procedure for removing the mold by rotating the first mold in the reverse direction.

【図10】第2の型の取外し要領を説明する断面図であ
る。
FIG. 10 is a cross-sectional view illustrating a procedure for removing the second mold.

【図11】ブロック相互の他の接合要領を説明する断面
図である。
FIG. 11 is a sectional view for explaining another way of joining blocks together.

【図12】ブロック接合の従来要領をその問題点ととも
に説明する断面図である。
FIG. 12 is a cross-sectional view for explaining a conventional procedure of block joining together with its problems.

【図13】ブロック接合の従来要領をその問題点ととも
に説明する断面図である。
FIG. 13 is a cross-sectional view for explaining a conventional procedure of block joining together with its problems.

【図14】橋梁分野の技術転用によってブロック相互を
連結する要領を説明する説明図である。
FIG. 14 is an explanatory diagram for explaining a procedure for connecting blocks to each other by diverting the technology in the field of bridges.

【図15】橋梁分野の技術転用によってブロック相互を
連結した場合の問題点を説明する説明図である。
FIG. 15 is an explanatory diagram illustrating a problem when blocks are connected to each other by diverting a technology in the field of bridges.

【符号の説明】[Explanation of symbols]

1 ブロック 10 接合面 21 挿通孔 23 緊張棒材 25 接合凹部 26 接合凹部主体 29 円形孔部 30 雌ネジ部 39 蓋部材 40 雄ネジ部 42 透孔 43 型装置 45 第1の型 46 第2の型 1 block 10 joining surface 21 insertion hole 23 tension rod 25 joining recess 26 joining recess main body 29 circular hole 30 female screw portion 39 lid member 40 male screw portion 42 through hole 43 mold device 45 first mold 46 second mold

フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E04B 1/61 1/682 Continuation of front page (51) Int.Cl. 6 Identification number Office reference number FI technical display area E04B 1/61 1/682

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 接合面10に開口してブロック幅方向に
延びる挿通孔21を具えるコンクリートブロック1,1
の接合面相互を、挿通孔21,21が連通するように当
接させて後、 連通する挿通孔に遊挿された緊張棒材23の両端部分
を、ブロック表面に凹設した接合凹部25,25内に突
出させ、且つ該緊張棒材23を緊張させてその端部分を
接合凹部の内面に固定し、この固定は挿通孔21と接合
凹部25を連通させて行うものとし、 その後接合凹部の開口側の内周部に、接合凹部25の深
さ方向に透孔42が貫設された円板状の蓋部材39をね
じ込み、該ねじ込まれた状態においては蓋部材表面がブ
ロック表面と略面一となるようにし、 然る後、一方の蓋部材に設けた透孔、あるいは挿通孔の
所要部位に連通した注入口より液状充填剤を注入し、接
合凹部及び挿通孔に液状充填剤を充填することを特徴と
するコンクリートブロックの接合工法。
1. A concrete block 1, 1 having an insertion hole 21 which is opened in a joint surface 10 and extends in the width direction of the block.
After the contact surfaces are contacted with each other so that the insertion holes 21 and 21 communicate with each other, both end portions of the tension rod member 23 loosely inserted into the communication insertion holes are joined to each other by joining recesses 25, 25, and the tension bar member 23 is tensioned to fix its end portion to the inner surface of the joint recess, and this fixing is performed by connecting the insertion hole 21 and the joint recess 25, and then the joint recess. A disc-shaped lid member 39 having a through hole 42 penetrating in the depth direction of the joint recess 25 is screwed into the inner peripheral portion on the opening side, and in the screwed state, the lid member surface is substantially flush with the block surface. After that, the liquid filler is injected from a through hole provided in one lid member or an injection port communicating with a required part of the insertion hole, and the joining recess and the insertion hole are filled with the liquid filler. A method of joining concrete blocks, characterized by:
【請求項2】 接合面10において開口し且つブロック
幅方向に延びる挿通孔21が設けられ、該挿通孔21
は、ブロック表面に凹設した接合凹部25に連通せしめ
られ、 該接合凹部25は、表面側程拡大する接合凹部主体26
の開口端に円形孔部29が連設され、該円形孔部29の
コンクリート周面には雌ネジ部30が直接凹設されてな
り、又該円形孔部29には、前記雌ネジ部30と螺合す
る雄ネジ部40を周面に有し且つ接合凹部25の深さ方
向に透孔42が貫設された円板状の蓋部材39がねじ込
まれることによって、接合凹部25が閉蓋されるものと
なされ、該ねじ込まれた状態においては蓋部材表面がブ
ロック表面と略面一となることを特徴とするコンクリー
トブロック。
2. An insertion hole 21 which is open in the joint surface 10 and extends in the block width direction is provided.
Is communicated with a joint recess 25 formed in the surface of the block, and the joint recess 25 has a joint recess main body 26 that expands toward the surface side.
A circular hole portion 29 is continuously provided at the opening end of the circular hole portion 29, and a female screw portion 30 is directly recessed on the concrete peripheral surface of the circular hole portion 29. A disc-shaped lid member 39 having a male screw portion 40 that is screwed into the peripheral surface and having a through hole 42 formed in the depth direction of the joint recess 25 is screwed into the joint recess 25 to close the joint recess 25. The concrete block, wherein the surface of the lid member is substantially flush with the surface of the block in the screwed state.
【請求項3】 先側程細くなる第1の型45と、円錐台
状をなしその先端側の周縁部分51が第1の型45の基
端周縁52よりも外方に突出し且つその周面には突部ネ
ジ53が設けられてなる第2の型46とを具え、両型4
5,46は、両者の軸線が合致して第1の型の基端面と
第2の型の先端面相互が当接した状態で固定手段により
分離可能に固定されることを特徴とするコンクリートブ
ロックの接合凹部を形成する型装置。
3. A first die 45 which becomes thinner toward the front side, and a peripheral edge portion 51 which is frustoconical and has a tip end side thereof projects more outward than a base end peripheral edge 52 of the first die 45, and its peripheral surface. Has a second mold 46 provided with a protrusion screw 53.
The concrete blocks 5 and 46 are separably fixed by a fixing means in a state where the axes of both are aligned and the base end face of the first die and the tip end face of the second die are in contact with each other. Device for forming a joint recess of the.
【請求項4】 第1の型45はゴム質素材を以て形成さ
れている請求項3記載の型装置。
4. The mold apparatus according to claim 3, wherein the first mold 45 is made of a rubber material.
JP31640192A 1992-10-29 1992-10-29 Concrete block joining method, concrete block used in the method, and mold device for forming joining recess of the concrete block Expired - Fee Related JPH0799031B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31640192A JPH0799031B2 (en) 1992-10-29 1992-10-29 Concrete block joining method, concrete block used in the method, and mold device for forming joining recess of the concrete block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31640192A JPH0799031B2 (en) 1992-10-29 1992-10-29 Concrete block joining method, concrete block used in the method, and mold device for forming joining recess of the concrete block

Publications (2)

Publication Number Publication Date
JPH06136841A JPH06136841A (en) 1994-05-17
JPH0799031B2 true JPH0799031B2 (en) 1995-10-25

Family

ID=18076668

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31640192A Expired - Fee Related JPH0799031B2 (en) 1992-10-29 1992-10-29 Concrete block joining method, concrete block used in the method, and mold device for forming joining recess of the concrete block

Country Status (1)

Country Link
JP (1) JPH0799031B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
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JP2014511445A (en) * 2011-02-16 2014-05-15 ドレスラー ゲゼルシャフト ミット ベシュレンクテル ハフツング ウムヴェルトテヒニーク Concrete structures

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JP2003064786A (en) * 2001-08-23 2003-03-05 Nippon Kayaku Wasser Kk Method and apparatus for injecting repairing agent at joint portion of structure
JP5752510B2 (en) * 2011-07-28 2015-07-22 トヨタT&S建設株式会社 Pressure bonding method for precast concrete members
JP6050968B2 (en) * 2012-06-22 2016-12-21 矢作建設工業株式会社 Anchor installation method for steel reinforced concrete buildings
JP2020169546A (en) * 2018-12-18 2020-10-15 Next Innovation合同会社 Joining method of joint and member

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JP2014511445A (en) * 2011-02-16 2014-05-15 ドレスラー ゲゼルシャフト ミット ベシュレンクテル ハフツング ウムヴェルトテヒニーク Concrete structures

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