JPH08209812A - Connecting method and connecting structure for member - Google Patents
Connecting method and connecting structure for memberInfo
- Publication number
- JPH08209812A JPH08209812A JP7014957A JP1495795A JPH08209812A JP H08209812 A JPH08209812 A JP H08209812A JP 7014957 A JP7014957 A JP 7014957A JP 1495795 A JP1495795 A JP 1495795A JP H08209812 A JPH08209812 A JP H08209812A
- Authority
- JP
- Japan
- Prior art keywords
- bag body
- joining
- members
- recess
- joint
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Sewage (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、建造物に利用されるコ
ンクリートブロック等の躯体をはじめとしてその他種々
の部材同士を接合するのに好適に利用される部材の接合
方法及び接合構造に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining method and joining structure of members suitably used for joining various other members including a skeleton such as a concrete block used for a building. is there.
【0002】[0002]
【従来の技術】近年、建設業界では現場における施工の
能率アップを図る上から、各種部材の工場での製品化が
促進されるようになってきている。ところで、工場で製
品化した部材を現場で接合する場合、接合部位に応力が
作用する部材同士の接合は接着剤に期待できないので、
通常は金具等を使用した物理的方法による接合手段が採
られている。2. Description of the Related Art In recent years, in the construction industry, commercialization of various members in factories has been promoted in order to improve the efficiency of construction on site. By the way, when joining members manufactured in the factory on-site, it is not possible to expect adhesives to join members that stress acts on the joining part,
Usually, a joining method by a physical method using metal fittings is adopted.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、従来の
技術で述べたような物理的方法による接合手段は、接合
強度は大きいものの、接合部が部材の表面に露出するの
で美観上好ましくないという問題点がある。また、金具
を個々に嵌合又は螺合して部材同士を接合するので、接
合作業が煩わしくかなりの人手を要するという問題点も
ある。However, although the joining means by the physical method as described in the prior art has a large joining strength, the joining portion is exposed on the surface of the member, which is not preferable in terms of appearance. There is. Further, since the metal fittings are individually fitted or screwed to join the members to each other, there is a problem that the joining work is troublesome and a considerable amount of manpower is required.
【0004】本発明は、上記のような背景に鑑みてなさ
れたものであり、その目的とするところは、接合作業が
簡単であるとともに、接合部が表面に露出しない状態で
部材同士をしっかりと接合できる物理的な部材の接合方
法及び接合構造を提供することにある。The present invention has been made in view of the above background, and an object of the present invention is to simplify the joining work and to firmly join the members with each other without exposing the joining portion to the surface. An object of the present invention is to provide a joining method and a joining structure of physical members that can be joined.
【0005】[0005]
【課題を解決するための手段】上記目的を達成するため
に、本発明に係る第1の接合方法は、一方の部材の接合
面に凹所を形成し、他方の部材の接合面に可撓性素材か
らなる袋体を一体的に取り付け、前記凹所内に前記袋体
を挿入した状態で各部材の接合面同士を当接させた後、
前記袋体の中に充填材を圧入して前記袋体を凹所の内面
形状に沿わせて膨張させることにより両方の部材を接合
するようにしたものである。In order to achieve the above object, the first joining method according to the present invention is to form a recess in the joining surface of one member and to flex the joining surface of the other member. After integrally attaching the bag body made of a flexible material, and contacting the joint surfaces of the respective members in a state where the bag body is inserted into the recess,
Both members are joined by press-fitting a filler into the bag and expanding the bag along the shape of the inner surface of the recess.
【0006】また、第2の接合方法は、一方の部材の接
合面に凹所を形成し、他方の部材の接合面に可撓性素材
からなる袋体を収納状態で一体的に取り付け、前記凹所
の入口に前記袋体を位置合わせした状態で各部材の接合
面同士を当接させた後、前記袋体の中に充填材を圧入し
て前記袋体を凹所の内面形状に沿わせて膨張させること
により両方の部材を接合するようにしたものである。In the second joining method, a recess is formed in the joining surface of one member, and a bag made of a flexible material is integrally attached to the joining surface of the other member in a housed state. After bringing the joint surfaces of the respective members into contact with each other with the bag body aligned with the entrance of the recess, a filling material is pressed into the bag body so that the bag body conforms to the inner surface shape of the recess. Both members are joined by being expanded together.
【0007】上述の各接合方法によって形成される本発
明の接合構造は、一方の部材と他方の部材をそれらの当
接する接合面で接合した接合構造であって、一方の部材
の接合面には凹所が形成されており、他方の部材の接合
面には前記凹所に挿入した可撓性素材からなる袋体が取
り付けられており、該袋体が前記凹所の内面形状に沿っ
て膨張した状態で前記袋体に充填材が注入されてなる連
結部分によって両方の部材が接合されているものとな
る。The joining structure of the present invention formed by each of the above-mentioned joining methods is a joining structure in which one member and the other member are joined by their abutting joining surfaces, and the joining surface of one member is A recess is formed, and a bag body made of a flexible material inserted into the recess is attached to the joint surface of the other member, and the bag body expands along the inner surface shape of the recess. In this state, both members are joined by the connecting portion formed by injecting the filler into the bag body.
【0008】そして、両部材の接合面に互いに嵌まり合
う凹凸を設けた形態であってもよい。また、両部材の接
合面が段差の両側に設けた形態であってもよく、さらに
この段差の両側の接合面に互いに嵌まり合う凹凸を設け
てあってもよい。また、一方の部材と他方の部材とが、
前記連結部分のある接合面の少なくとも一方側に外接面
を有する形状であってもよい。Further, the joint surfaces of the two members may be provided with irregularities that fit into each other. Further, the joint surfaces of both members may be provided on both sides of the step, and further, the joint surfaces on both sides of the step may be provided with concaves and convexes that fit with each other. Also, one member and the other member,
The shape may have a circumscribed surface on at least one side of the joint surface having the connecting portion.
【0009】[0009]
【作用】上述の構成からなる本発明の接合方法では、両
部材をその接合面同士で位置合わせをして当接させた
後、他方の部材に取り付けた袋体に充填材を圧入してこ
の袋体を一方の部材の凹所内にて膨張させると、袋体に
接合方向の緊張力が発生し、その緊張力により部材同士
が締め付けられた状態で接合される。In the joining method of the present invention having the above-described structure, the two members are aligned and brought into contact with each other at their joining surfaces, and then the filling material is press-fitted into the bag attached to the other member. When the bag body is inflated in the recess of one member, a tension force in the joining direction is generated in the bag body, and the members are joined in a state in which the members are fastened by the tension force.
【0010】そして、得られた接合構造は、連結部分で
ある凹所と袋体が両部材の中に埋設した状態となり、し
かも袋体の緊張力により両部材が締め付け状態で接合さ
れたものとなる。さらに、両部材の接合面に設けた凹凸
や段差は両部材のズレを防止する役目を果たす。また、
接合面の少なくとも一方側に外接面がある形態では、こ
の外接面が両部材のズレを防止する役目を果たす。The joint structure thus obtained is such that the recess, which is the connecting portion, and the bag body are embedded in both members, and furthermore, both members are joined in a tightened state by the tension force of the bag body. Become. Further, the unevenness and the step provided on the joint surface of both members serve to prevent the displacement of both members. Also,
In the form in which the circumscribing surface is provided on at least one side of the joint surface, this circumscribing surface serves to prevent the displacement of both members.
【0011】[0011]
【実施例】以下、図面を参照しながら本発明の実施例に
ついて説明する。Embodiments of the present invention will be described below with reference to the drawings.
【0012】図1〜図4は本発明の一実施例を示すもの
で、図1は一方の部材と他方の部材を接合前の状態で示
す一部破断斜視図、図2は他方の部材の断面図、図3は
位置合わせした状態を示す断面図、図4は接合状態を示
す断面図である。1 to 4 show an embodiment of the present invention. FIG. 1 is a partially cutaway perspective view showing one member and the other member in a state before joining, and FIG. 2 shows the other member. A sectional view, FIG. 3 is a sectional view showing a state of alignment, and FIG. 4 is a sectional view showing a joined state.
【0013】一方の部材Aと他方の部材Bはそれぞれコ
ンクリートブロックからなる。一方の部材Aにはその接
合面11にスリット状の袋口12とこれに繋がる円筒状
の凹所13とが形成されている。他方の部材Bにはその
接合面21から直立するようにして帯状の袋体22が取
り付けられており、この袋体22は内部に埋設されたア
ンカー部分23を備えている。この袋体22の長さは部
材Aの袋口12の長さと略同じである。そして、他方の
部材Bには複数の注入口24が設けられており、これら
の注入口24は袋体22に繋がるパイプ状の注入路(図
示せず)の端部により形成されている。この注入口24
は1個でもよいが、複数設けてある場合には、残りの注
入口24を予備として使用でき、或いは充填材の充填状
況を確認するのに使用することができる。また、本実施
例では、袋体22を部材Aの袋口12に挿入しやすくす
るためその先端を折り曲げてある。この折曲げ部分は2
重、3重或いはそれ以上であってもよい。袋体22の素
材としては、金属、合成樹脂、ガラス繊維、炭素繊維等
が使用できる。袋体22の形状を保持できない素材の場
合には直立させるために糊等で固めるようにする。The member A on the one hand and the member B on the other hand are made of concrete blocks. A slit-shaped bag mouth 12 and a cylindrical recess 13 connected to this are formed on the joint surface 11 of one member A. A band-shaped bag body 22 is attached to the other member B so as to stand upright from the joint surface 21, and the bag body 22 has an anchor portion 23 embedded therein. The length of the bag body 22 is substantially the same as the length of the bag mouth 12 of the member A. Then, the other member B is provided with a plurality of injection ports 24, and these injection ports 24 are formed by the ends of a pipe-shaped injection path (not shown) connected to the bag body 22. This inlet 24
Although one may be provided, if a plurality is provided, the remaining injection port 24 can be used as a spare, or can be used to confirm the filling state of the filler. In addition, in the present embodiment, the tip of the bag 22 is bent in order to facilitate insertion into the bag mouth 12 of the member A. This bent part is 2
It may be triple, triple or more. As the material of the bag body 22, metal, synthetic resin, glass fiber, carbon fiber or the like can be used. In the case of a material that cannot maintain the shape of the bag body 22, it is solidified with glue or the like so as to stand upright.
【0014】部材Aは袋口12及び凹所13の形状をし
た中空部材を埋め込んで型枠とし、部材Aの型枠内にコ
ンクリートを流し込み、硬化後にこの中空部材を引き抜
くか折り畳んで取り外すことで作製される。また、部材
Bはアンカー部分23と注入路を一体形成した袋体22
を埋め込むようにして型枠にコンクリートを流し込んで
作製される。The member A is formed by embedding a hollow member in the shape of the bag mouth 12 and the recess 13 into a form. Concrete is poured into the form of the member A, and after hardening, the hollow member is pulled out or folded and removed. It is made. Further, the member B is a bag body 22 in which the anchor portion 23 and the injection path are integrally formed.
It is made by pouring concrete into the mold so that it is embedded.
【0015】部材A,Bを接合するには、図3に示すよ
うに、部材Bの袋体22を部材Aの袋口12を通して凹
所13内に挿入し、位置合わせをした状態で各部材A,
Bの接合面11,21同士を当接させる。しかる後、部
材Bの1つの注入口24から充填機によりモルタル等の
硬化性の充填材Cを圧入する。充填材Cは注入路を通っ
て袋体22の中に流入する。そして、図4に示すよう
に、袋体22が凹所13の内面に沿う形状になるまで充
填材Cを圧入する。ここで、注入口24又は注入路に逆
止弁を設けておくか、或いは注入後に栓をするかして充
填材Cの逆流を防止する。その後、所定時間が経過して
充填材Cが硬化すると、袋体22に接合方向の緊張力が
発生し、その緊張力により部材A,B同士が締め付けら
れた状態で接合される。ここで、袋体22の大きさは膨
張した時に凹所13に密着できるサイズにしてある。な
お、袋体22の長さが凹所13の長さより短い場合、凹
所13の端が空洞となるが、部材A,B同士の接合力が
弱くなることはない。In order to join the members A and B, as shown in FIG. 3, the bag body 22 of the member B is inserted into the recess 13 through the bag mouth 12 of the member A, and the members are aligned with each other. A,
The joint surfaces 11 and 21 of B are brought into contact with each other. After that, a curable filler C such as mortar is press-fitted from one inlet 24 of the member B by a filling machine. The filler C flows into the bag body 22 through the injection path. Then, as shown in FIG. 4, the filler C is press-fitted until the bag body 22 has a shape along the inner surface of the recess 13. Here, the check valve is provided in the injection port 24 or the injection path, or a plug is provided after the injection to prevent the backflow of the filler C. After that, when the filler C is hardened after a lapse of a predetermined time, a tension force in the joining direction is generated in the bag body 22, and the members A and B are joined together in a tightened state by the tension force. Here, the bag 22 is sized so that it can be in close contact with the recess 13 when inflated. When the length of the bag body 22 is shorter than the length of the recess 13, the end of the recess 13 becomes hollow, but the joining force between the members A and B does not become weak.
【0016】上記の実施例において、部材A,Bに強力
な引張力が生じると部材Aの凹所13周辺が破壊する恐
れがある。したがって、このような事態が想定される場
合には、凹所13の内面に補強枠を設けるようにする。
このような補強枠は、部材Aを作製する際に金属や硬質
樹脂などで形成した枠体を埋め込むことで形成すること
ができる。In the above-described embodiment, when a strong tensile force is generated on the members A and B, the periphery of the recess 13 of the member A may be destroyed. Therefore, if such a situation is expected, a reinforcing frame is provided on the inner surface of the recess 13.
Such a reinforcing frame can be formed by embedding a frame body made of metal or hard resin when the member A is manufactured.
【0017】図5及び図6に示される実施例では、一方
の部材Aの接合面11に袋口12付きの凹所13を2列
に設けるとともに、これらの間に2本の突条14を設け
ている。他方の部材Bの接合面21には前記各凹所13
にそれぞれ挿入される袋体22を2列に取り付けるとと
もに、これらの間に前記各突条14とそれぞれ嵌まり合
う2本の溝25を設けている。すなわち、接合面11,
21には互いに嵌まり合う凹凸が設けられた形態になっ
ている。部材A,Bの接合状態は図6に示すようであ
り、この構造では充填剤Cを注入した袋体22の緊張力
により部材A,B同士が結合されるとともに、突条14
と溝25が噛み合うことにより接合面11,21の二方
向に働く剪断力に抵抗するようになる。In the embodiment shown in FIGS. 5 and 6, the recesses 13 with the bag mouths 12 are provided in two rows on the joint surface 11 of one member A, and the two ridges 14 are provided between them. It is provided. On the joint surface 21 of the other member B, the recesses 13 are formed.
The bag bodies 22 to be inserted into each of the ridges 14 are attached in two rows, and two grooves 25 that are fitted into the ridges 14 are provided between them. That is, the joint surface 11,
The reference numeral 21 has a configuration in which concaves and convexes are fitted to each other. The joining state of the members A and B is as shown in FIG. 6, and in this structure, the members A and B are joined together by the tension force of the bag body 22 in which the filler C is injected, and the ridges 14
By engaging the groove 25 with each other, the shearing force acting in the two directions of the joint surfaces 11 and 21 is resisted.
【0018】図7及び図8に示される実施例では、各部
材A,Bの接合面11,21に互いに噛み合う段差1
5,26が設けられている。そして、一方の部材Aには
段差15の両側に袋口12付きの凹所13を設けてあ
り、他方の部材Bには前記凹所13にそれぞれ挿入され
る袋体22が段差26の両側に取り付けてある。部材
A,Bの接合状態は図8に示すようであり、この構造で
は充填剤Cを注入した袋体22の緊張力により部材A,
B同士が結合されるとともに、段差15,26が互いに
噛み合うことにより接合面11,21の一方向に働く剪
断力に抵抗するようになる。なお、二方向の剪断力に抵
抗させるには、図5に示すのと同様な突条と溝からなる
凹凸を接合面11,21に設けるようにするとよい。In the embodiment shown in FIGS. 7 and 8, the step 1 that meshes with the joint surfaces 11 and 21 of the members A and B is used.
5, 26 are provided. The one member A is provided with the recesses 13 having the bag openings 12 on both sides of the step 15, and the other member B is provided with the bag bodies 22 inserted into the recesses 13 on both sides of the step 26, respectively. It is attached. The joining state of the members A and B is as shown in FIG. 8, and in this structure, the members A and B are caused by the tension of the bag body 22 into which the filler C is injected.
The Bs are coupled to each other, and the steps 15 and 26 mesh with each other to resist the shearing force acting in one direction of the joint surfaces 11 and 21. Incidentally, in order to resist the shearing force in two directions, it is advisable to provide the joint surfaces 11 and 21 with the unevenness formed by the protrusions and grooves similar to those shown in FIG.
【0019】図9、図10及び図11に示される実施例
では、一方の部材Aの接合面11に袋口12付きの凹所
13を2列に設けるとともに、これらの間に複数の突起
16を設けている。他方の部材Bの接合面21には前記
各凹所13にそれぞれ挿入される袋体22を2列に取り
付けるとともに、これらの間に前記各突起16とそれぞ
れ嵌まり合う複数の穴27を設けている。すなわち、接
合面11,21には互いに嵌まり合う凹凸が設けられた
形態になっている。部材A,Bの接合状態は図11に示
すようであり、この構造では充填剤Cを注入した袋体2
2の緊張力により部材A,B同士が結合されるととも
に、突起16と穴27が噛み合って接合面11,21の
全ての方向に働く剪断力に抵抗するようになる。In the embodiment shown in FIG. 9, FIG. 10 and FIG. 11, recesses 13 with bag mouths 12 are provided in two rows on the joint surface 11 of one member A, and a plurality of protrusions 16 are provided between them. Is provided. On the joint surface 21 of the other member B, the bag bodies 22 to be inserted into the respective recesses 13 are attached in two rows, and a plurality of holes 27 which fit with the respective projections 16 are provided between them. There is. That is, the joint surfaces 11 and 21 are provided with irregularities that fit into each other. The joining state of the members A and B is as shown in FIG. 11, and in this structure, the bag body 2 in which the filler C is injected.
The members A and B are coupled to each other by the tension force of 2, and the projection 16 and the hole 27 are engaged with each other to resist the shearing force acting in all directions of the joint surfaces 11 and 21.
【0020】図12に示される接合状態は図9〜図11
の変形例であり、部材A,Bを合わせた時に突起16と
穴27に隙間が生じるように設計されている。そして、
部材A,B同士を接合した後で注入口28からこの隙間
に強度と接着性のある充填材C’を充填する。なお、こ
の充填材C’が流出しないように部材A,Bの両端は隙
間なく当接させているが、流出防止を確実にするため、
必要に応じて接着テープT等を貼ってもよい。この実施
例では部材A,Bがずれることなく確実に接合される。The joined state shown in FIG. 12 is shown in FIGS.
This is a modified example of No. 1 and is designed so that a gap is created between the protrusion 16 and the hole 27 when the members A and B are put together. And
After joining the members A and B, a filling material C ′ having strength and adhesiveness is filled into the gap from the injection port 28. It should be noted that both ends of the members A and B are brought into contact with each other without a gap so that the filler C ′ does not flow out.
If necessary, an adhesive tape T or the like may be attached. In this embodiment, the members A and B are securely joined together without displacement.
【0021】図13及び図14に示される実施例では、
側面が凹凸形状をした補強枠31を部材Aに埋設してい
る。そして、この補強枠31の根元にアンカー部分32
を設けるとともに、袋口12の部分には補強フランジ部
分33を設けている。また、部材Bの袋体22のアンカ
ー部分23にも凹凸を形成している。なお、部材A,B
に鉄筋が埋め込まれるような場合には、アンカー部分3
2,23をこの鉄筋に溶接等により固着しておくことが
好ましい。このような部材A,Bを位置合わせして袋体
22内に充填材Cを圧入すると、袋体22が図14に示
す如く補強枠31の形状に沿って変形して充填材Cが注
入される。そして、充填材Cが硬化すると、部材A,B
に発生する引張力は補強枠31と袋体22の摩擦力によ
って受け止められるので、充填材Cが破壊されない限り
部材A,Bはしっかりと接合された状態を保持する。ま
た、補強枠31があることにより、部材Aの凹所13周
辺は引張力により破壊されることはない。袋体22とし
ては、補強枠31の凹凸と対応する凹凸のあるものを使
用してもよく、或いは凹凸のないものを使用してもよ
い。後者の場合、充填材Cを注入すると袋体22に多少
しわができるが、充填材Cが硬化して固定されるので、
接合力が低下することはない。In the embodiment shown in FIGS. 13 and 14,
A reinforcing frame 31 having a concave-convex side surface is embedded in the member A. Then, the anchor portion 32 is provided at the base of the reinforcing frame 31.
And a reinforcing flange portion 33 is provided at the bag mouth portion 12. Further, the anchor portion 23 of the bag body 22 of the member B is also formed with irregularities. The members A and B
If the reinforcement is to be embedded in the anchor part 3
It is preferable to fix 2, 23 to this reinforcing bar by welding or the like. When the members A and B are aligned and the filler C is press-fitted into the bag body 22, the bag body 22 is deformed along the shape of the reinforcing frame 31 as shown in FIG. 14, and the filler C is injected. It Then, when the filler C is cured, the members A and B are
Since the tensile force generated in the above is received by the frictional force between the reinforcing frame 31 and the bag body 22, the members A and B maintain the firmly joined state unless the filler C is destroyed. Further, since the reinforcing frame 31 is provided, the periphery of the recess 13 of the member A is not destroyed by the tensile force. As the bag body 22, one having irregularities corresponding to the irregularities of the reinforcing frame 31 may be used, or one having no irregularities may be used. In the latter case, when the filling material C is injected, some creases are formed in the bag body 22, but since the filling material C is hardened and fixed,
The bonding strength does not decrease.
【0022】なお、上記の各実施例では、部材Aの凹所
13を接合面11にわたって長く設け、部材Bの袋体2
2をこの凹所13に合うように帯状に設けているが、別
の形態としては、部材Aの凹所13を独立して複数個並
べて設け、部材Bの袋体22を棒状にしてこの各凹所1
3にそれぞれ対応するように複数個並べて設けるように
してもよい。そして、何れの場合にあっても、部材Bの
袋体22は適宜の形状で折り畳んだり、巻いたりしてお
けば邪魔になることがなく、充填材Cの注入時に凹所1
3の形状に沿って膨張させることができる。In each of the above embodiments, the recess 13 of the member A is provided long over the joint surface 11, and the bag 2 of the member B is formed.
2 are provided in a band shape so as to fit into the recess 13, but as another form, a plurality of the recesses 13 of the member A are independently arranged and the bag body 22 of the member B is rod-shaped. Recess 1
Plural pieces may be arranged side by side so as to correspond to each of No. 3 and No. 3. In any case, the bag body 22 of the member B does not get in the way if it is folded or rolled in an appropriate shape, and when the filler C is injected, the recess 1 is formed.
3 can be expanded along the shape.
【0023】図15に示す実施例では、一方の部材Aに
独立した複数の補強枠31を埋設するとともに、他方の
部材Bにはこれら各補強枠31に対応してそれぞれ独立
した袋体22を取り付けている。そして、各袋体22に
は夫々に1本ずつ注入路29が連結されており、これら
注入路29の先端はそれぞれ注入口24として開口して
いる。したがって、充填材Cは各注入口24から圧入さ
れ、それぞれの注入路29を通って各袋体22の中に充
填される。図16に示す実施例では、一本の注入路29
が各袋体22を連結するようにして配設されており、1
つの注入口24から充填材Cを圧入すると、充填材Cが
この注入路29を通って各袋体22に充填される。な
お、言うまでもないが、注入口24又は注入路29に逆
止弁を設けておくか、或いは注入後に栓をするかして充
填材Cの逆流を防止する。In the embodiment shown in FIG. 15, a plurality of independent reinforcing frames 31 are embedded in one member A, and the other bag B is provided with an independent bag body 22 corresponding to each of the reinforcing frames 31. It is attached. An injection path 29 is connected to each of the bags 22 and the tip of each of the injection paths 29 is opened as an injection port 24. Therefore, the filling material C is press-fitted from each of the injection ports 24, and is filled in each of the bags 22 through the respective injection paths 29. In the embodiment shown in FIG. 16, one injection channel 29 is used.
Are arranged so as to connect the respective bag bodies 22,
When the filling material C is press-fitted from the one filling port 24, the filling material C is filled in each bag 22 through the filling passage 29. Needless to say, the backflow of the filler C is prevented by providing a check valve at the inlet 24 or the inlet 29, or by plugging the filler C after the inlet.
【0024】図17及び図18に示される実施例では、
袋体22を折り畳んだ状態で予め溝状のカプセル41の
中に収納した接合部材を使用している。カプセル41は
カプセル本体41aの背後にアンカー部分41bを突設
してあり、開口の両サイドに必要に応じて蓋部分41c
を設けてある。袋体22とカプセル41は同一材料で一
体的に構成することができる。また、両者の材料が異な
る場合には、別々に作成した袋体22とカプセル41を
適宜の手段で取り付けて構成する。そして、カプセル4
1の材料が硬質のものである場合には、カプセル本体4
1aと蓋部分41cの境に内側から切込42を設けてお
く。そして、部材Bを製造する時、袋体22を内蔵した
このカプセル41を埋め込むようにして型枠にコンクリ
ートを流し込むことで、カプセル41を部材Bの接合面
21側に取り付ける。このように袋体22をカプセル4
1の中に収納した形態としておけば、部材Bの取扱時に
邪魔にならないで済むという利点がある。また、カプセ
ル41に蓋部分41cがあると、袋体22の材質によっ
ては収納状態が良くなる。部材A,Bを位置合わせした
後、前述したのと同様に充填材Cを袋体22内に圧入す
ると、袋体22の膨張力によってカプセル41の蓋部分
41cは切込42のところで折れて広がり、袋体22は
カプセル41から出て部材Aの凹所13内に向けて延
び、凹所13の内面形状に沿って膨張する。そして、充
填材Cが硬化すると部材A,Bの接合が行われる。In the embodiment shown in FIGS. 17 and 18,
The joining member is used in which the bag body 22 is folded and accommodated in the groove-shaped capsule 41 in advance. The capsule 41 has an anchor portion 41b protruding behind the capsule body 41a, and a lid portion 41c is provided on both sides of the opening as required.
Is provided. The bag body 22 and the capsule 41 can be integrally formed of the same material. When the two materials are different, the bag body 22 and the capsule 41, which are separately prepared, are attached by an appropriate means. And capsule 4
When the material of No. 1 is hard, the capsule body 4
A notch 42 is provided from the inside at the boundary between 1a and the lid portion 41c. When manufacturing the member B, the capsule 41 is attached to the joint surface 21 side of the member B by pouring concrete into the mold so as to embed the capsule 41 containing the bag body 22 therein. In this way, the bag 22 is replaced with the capsule 4
When the member B is stored in the unit 1, there is an advantage that it does not get in the way when the member B is handled. Further, when the capsule 41 has the lid portion 41c, the storage state is improved depending on the material of the bag body 22. After the members A and B are aligned with each other, when the filler C is press-fitted into the bag body 22 in the same manner as described above, the expansion force of the bag body 22 causes the lid portion 41c of the capsule 41 to fold and spread at the notch 42. The bag body 22 extends from the capsule 41 into the recess 13 of the member A, and expands along the shape of the inner surface of the recess 13. Then, when the filler C is cured, the members A and B are joined.
【0025】図19に示される接合部材は、別々に作成
した袋体22とカプセル41を一体としたものである。
袋体22は、図20に示すように、両端部分に芯棒43
を巻き込み、袋体22の折返し部分を融着するか縫い合
わせて取り付けておく。カプセル41はカプセル本体4
1aの背後にアンカー部分41bを突設してある点は先
のものと同様であるが、カプセル本体41aの先端には
スリット41dが設けられ、このスリット41dは内面
に必要に応じてギザギザを有するとともに底部は拡大し
た円筒形になっている。そして、袋体22の両端部分を
カプセル本体41aのスリット41dに挿入して図示の
如く固定する。この場合、素材に応じて熱融着で固定し
てもよいし、点線で示すようにボルト等で固定してもよ
い。このように袋体22をカプセル41に取り巻けた
後、袋体22を折り畳んでカプセル本体41a内に収納
し、はみ出さないように接着テープTにより数カ所で仮
止めする。前述したのと同様に、部材A,Bを位置合わ
せして袋体22の中に充填材を圧入すると、袋体22の
膨張力によってテープTが剥がれ、袋体22はカプセル
41から出て部材Aの凹所内に向けて延びる。この場
合、テープTは薄いので接合には影響しない。In the joining member shown in FIG. 19, the bag body 22 and the capsule 41, which are separately prepared, are integrated.
As shown in FIG. 20, the bag body 22 has core bars 43 at both ends.
Is rolled in, and the folded-back portion of the bag body 22 is fused or sewn to be attached. The capsule 41 is the capsule body 4
1a is the same as the previous one in that an anchor portion 41b is projectingly provided behind, but a slit 41d is provided at the tip of the capsule main body 41a, and this slit 41d has a jagged inner surface if necessary. Along with that, the bottom part has an enlarged cylindrical shape. Then, both ends of the bag body 22 are inserted into the slits 41d of the capsule body 41a and fixed as shown. In this case, it may be fixed by heat fusion depending on the material, or may be fixed by bolts or the like as shown by the dotted line. After the bag body 22 is wrapped around the capsule 41 in this way, the bag body 22 is folded and stored in the capsule body 41a, and temporarily fixed at several places with the adhesive tape T so as not to protrude. Similarly to the above, when the members A and B are aligned and the filling material is pressed into the bag body 22, the tape T is peeled off due to the expansion force of the bag body 22, and the bag body 22 is ejected from the capsule 41 and the member is removed. Extends into the A recess. In this case, since the tape T is thin, it does not affect the joining.
【0026】図21に示される実施例では、部材Bの接
合面21に収納溝44とその底部に埋込み溝45を形成
しておき、袋体22のアンカー部分23を埋め込んで溝
45に固定した後、袋体22を巻いて収納溝44内に収
納し、袋体22が飛び出ないようテープTにより数カ所
で仮止めしている。前述したのと同様に、部材A,Bを
位置合わせして袋体22の中に充填材を圧入すると、袋
体22の膨張力によってテープTが剥がれ、袋体22は
収納溝44から出て部材Aの凹所内に向けて延びる。本
実施例に示すような袋体22を備えた部材Bは次のよう
にして作製することもできる。すなわち、袋体22の回
りを囲むように保護部材を取り付けておき、部材Bを作
製する際にこの保護部材で囲まれた袋体22をアンカー
部分23とともに埋め込むようにして型枠にコンクリー
トを流し込み、コンクリートが硬化した後で保護部材を
抜き取るものである。In the embodiment shown in FIG. 21, a storage groove 44 and an embedding groove 45 are formed in the joint surface 21 of the member B, and the anchor portion 23 of the bag 22 is embedded and fixed in the groove 45. After that, the bag body 22 is rolled up and stored in the storage groove 44, and the bag body 22 is temporarily fixed at several places by the tape T so as not to pop out. Similarly to the above, when the members A and B are aligned and the filling material is pressed into the bag body 22, the tape T is peeled off by the expansion force of the bag body 22 and the bag body 22 comes out from the storage groove 44. It extends into the recess of the member A. The member B provided with the bag body 22 as shown in this embodiment can also be manufactured as follows. That is, a protection member is attached so as to surround the bag body 22, and when the member B is manufactured, the bag body 22 surrounded by the protection member is embedded together with the anchor portion 23, and concrete is poured into the formwork. The protective member is pulled out after the concrete is hardened.
【0027】図22に示される実施例では、部材Bの接
合面21に収納溝46とその底部に断面台形状のアンカ
ー部47を形成しておき、間仕切り48にて区画した袋
体22の底部をアンカー部47に挿入した状態とし、工
場或いは現場にて袋体22の底部に充填材C’を充填し
てアンカー部47に固定する。そして、袋体22を折り
畳んで収納溝46内に収納し、袋体22が飛び出ないよ
うテープTにより数カ所で仮止めしている。間仕切り4
8は袋体22と一体に作製してもよいし、別部材として
袋体22に取り付けるようにしてもよい。In the embodiment shown in FIG. 22, a storage groove 46 is formed in the joint surface 21 of the member B, and an anchor portion 47 having a trapezoidal cross section is formed in the bottom portion of the storage groove 46, and the bottom portion of the bag body 22 is divided by a partition 48. Is inserted into the anchor portion 47, and the bottom portion of the bag body 22 is filled with the filler C ′ and fixed to the anchor portion 47 at the factory or on site. Then, the bag body 22 is folded and stored in the storage groove 46, and is temporarily fixed by the tape T at several places so that the bag body 22 does not pop out. Partition 4
8 may be made integrally with the bag body 22 or may be attached to the bag body 22 as a separate member.
【0028】図23に示される実施例では、部材Bの接
合面21にスリット49とその底部に円筒状のアンカー
部50を形成しておく。一方、注入路となる断面菱形の
パイプ51を中央に挟んで接着してなる袋体22を準備
する。そして、工場或いは現場にて、スリット49を通
して袋体22の片側(図では右側)をアンカー部50に
挿入し、別の注入路から袋体の片側に充填材C’を充填
してアンカー部50に固定する。接合に際しては、この
部材Bの袋体22を部材Aの凹所内に挿入した後、注入
口からパイプ51を通して袋体22内に充填材を圧入す
る。In the embodiment shown in FIG. 23, a slit 49 is formed on the joint surface 21 of the member B and a cylindrical anchor portion 50 is formed on the bottom thereof. On the other hand, a bag body 22 is prepared in which a pipe 51 having a rhombic cross section serving as an injection path is sandwiched in the center and bonded. Then, at the factory or on-site, one side (the right side in the figure) of the bag body 22 is inserted into the anchor portion 50 through the slit 49, and the filler C ′ is filled into one side of the bag body from another injection path to anchor the anchor portion 50. Fixed to. At the time of joining, the bag body 22 of the member B is inserted into the recess of the member A, and then the filling material is press-fitted into the bag body 22 through the pipe 51 from the injection port.
【0029】なお、以上の実施例では、充填材Cとして
モルタル等の硬化タイプのものを使用し、半永久的な接
合構造を形成するようにしたが、接合の目的によっては
充填材に空気等の気体や水等の液体を使用することも可
能である。そして、充填材に気体や液体を使用した場合
には、接合の取外しが行えるようになる。In the above embodiments, a hardening type such as mortar was used as the filler C to form a semi-permanent joint structure. However, depending on the purpose of joining, the filler may be filled with air or the like. It is also possible to use liquids such as gas or water. When gas or liquid is used as the filling material, the joining can be removed.
【0030】本発明の接合方法は、種々の部材の接合に
利用できる。The joining method of the present invention can be used for joining various members.
【0031】ボックスカルバートの接合に本発明を適用
した例を図24に示す。なお、接合面の構造を明確にす
るため、異なる方向から見た斜視図をそれぞれ(a)と
(b)に示している。それぞれの躯体61には右側の接
合面11に沿って凹所13が周状に設けられており、左
側の接合面21に沿って袋体22が周状に取り付けられ
ている。各辺の左端側に注入口24が2つ設けてあり、
一方が充填材の注入用で他方は注入した充填材の観測用
である。なお、袋体22は繋がっているので、注入口2
4は4辺に必ずしも設ける必要はない。この躯体61同
士を接合するには、凹所13と袋体22の位置合わせに
注意しながら接合面11,21を合わせ、その後、注入
口24よりモルタルを圧入する。躯体61が軽量物であ
る場合、注入圧により躯体61が移動して分離する恐れ
があるので、躯体61にボルト孔を設けておき、プレー
トによって互いに連結した状態で接合を行い、モルタル
が硬化した後でそのプレートを取り外すようにする。An example in which the present invention is applied to the joining of box culverts is shown in FIG. In order to clarify the structure of the joint surface, perspective views seen from different directions are shown in (a) and (b), respectively. Each body 61 is provided with a recess 13 circumferentially along the right joint surface 11, and a bag 22 is circumferentially attached along the left joint surface 21. Two inlets 24 are provided on the left end side of each side,
One is for injection of the filler and the other is for observation of the injected filler. Since the bag 22 is connected, the filling port 2
4 is not necessarily provided on 4 sides. To join the skeletons 61 to each other, the joint surfaces 11 and 21 are aligned while paying attention to the alignment of the recess 13 and the bag body 22, and then mortar is press-fitted from the injection port 24. When the skeleton 61 is a lightweight one, the skeleton 61 may move and separate due to the injection pressure. Therefore, bolt holes are provided in the skeleton 61, and the mortar is hardened by joining the mortars with the plates connected to each other. Try to remove the plate later.
【0032】ボックスカルバートを板部材から筒状に組
み立てるのに本発明を適用した例を図25〜図28に示
す。これらに示すように、各構成部材を現場にて組み立
てるようにすれば、搬送が容易になるとともに一度に多
数の部材を搬送することができる。25 to 28 show examples in which the present invention is applied to assembling a box culvert from a plate member into a tubular shape. As shown in these drawings, if each component is assembled on site, it becomes easy to carry and a large number of members can be carried at once.
【0033】図25に示される実施例では、板状の横部
材61と縦部材62の接合面に互いに嵌まり合う凹凸a
を設け、さらに前述の如き凹所と袋体を設けて連結部分
Jを形成している。この接合形態では、連結部分Jの緊
張力により横部材61と縦部材62が連結されるととも
に、凹凸aにより縦部材62の左右方向のズレが防止さ
れる。In the embodiment shown in FIG. 25, the concavities and convexities a which are fitted to each other on the joint surface of the plate-shaped horizontal member 61 and the vertical member 62.
And the recess and the bag body as described above are provided to form the connecting portion J. In this joining mode, the horizontal member 61 and the vertical member 62 are connected by the tension force of the connecting portion J, and the unevenness a prevents the vertical member 62 from being displaced in the left-right direction.
【0034】図26に示される実施例では、横部材61
の両端から縦部材62の厚み分だけ内側寄りに突条61
aを設け、この突条61aで形成される外接面bにより
縦部材62の内側への移動を防止している。なお、接合
面の外側に仮設材63をボルト64等で取り付けておけ
ば、縦部材62の外側へのズレも防止できる。In the embodiment shown in FIG. 26, the transverse member 61
From both ends of the ridge 61 toward the inner side by the thickness of the vertical member 62
a is provided, and the circumscribing surface b formed by the ridge 61a prevents the vertical member 62 from moving inward. If the temporary material 63 is attached to the outside of the joint surface with the bolt 64 or the like, the vertical member 62 can be prevented from being displaced to the outside.
【0035】図27に示される実施例では、上部材65
と縦部材66の接合面に互いに噛み合う段差cを設け、
段差cの両側にそれぞれ連結部分Jを形成している。下
部材67にはその両側に縦部材66の厚み分の溝67a
を設け、この溝67aに縦部材66を嵌め込んで当接面
に連結部分Jを2列で設けている。この接合形態では、
段差cにより横部材65の下方へのズレが防止されると
ともに、縦部材66の接合面の両サイドに外接面bが存
在し、これにより縦部材66の左右方向のズレが防止さ
れる。図28は図27の変形であり、縦部材66の上端
から上部材65の厚み分だけ下側寄りに突条66aを設
け、この突条66aで形成される外接面bにより上部材
65の下方へのズレを防止している。In the embodiment shown in FIG. 27, the upper member 65
And a step c that meshes with each other is provided on the joint surface of the vertical member 66,
A connecting portion J is formed on each side of the step c. The lower member 67 has a groove 67a on both sides thereof, which corresponds to the thickness of the vertical member 66.
The vertical member 66 is fitted into the groove 67a, and the connecting portions J are provided in two rows on the contact surface. In this joint form,
The step c prevents the lateral member 65 from being displaced downward, and the circumscribing surfaces b are present on both sides of the joint surface of the vertical member 66, thereby preventing the vertical member 66 from being displaced in the left-right direction. FIG. 28 is a modification of FIG. 27, in which a protrusion 66a is provided on the lower side from the upper end of the vertical member 66 by the thickness of the upper member 65, and the lower surface of the upper member 65 is formed by the circumscribing surface b formed by the protrusion 66a. It prevents the deviation.
【0036】図29は角形水槽を構成する板部材の接合
に本発明を適用した例を示すもので、板状をした板部材
71,72,73を箱状に組み立て、その接合面に前述
の如き凹所と袋体をそれぞれ設けて連結部分Jを形成し
ている。用途が水槽であるため、辺に沿って連続する凹
所と袋体を使用し、しかも連結部分Jを2列で設けてい
る。このように連結部分Jを2列で設けることによって
水密性が増し、連結部分Jが補強材としての役割を果た
すので、非常に強度のある水槽を提供できる。なお、接
合面に互いに嵌まり合う凹凸や互いに噛み合う段差を設
けるようにしてもよい。FIG. 29 shows an example in which the present invention is applied to the joining of the plate members constituting the rectangular water tank. Plate-like plate members 71, 72, 73 are assembled in a box shape, and the above-mentioned joining surface is formed on the joining surface. Such a recess and a bag body are respectively provided to form a connecting portion J. Since the application is a water tank, a recess and a bag that are continuous along the side are used, and the connecting portions J are provided in two rows. By providing the connecting portions J in two rows in this manner, the watertightness is increased, and since the connecting portions J function as a reinforcing member, a very strong water tank can be provided. It should be noted that the joint surface may be provided with irregularities that fit with each other or steps that mesh with each other.
【0037】図30は円形水槽を構成する複数の部材の
接合に本発明を適用した例を示すものである。円板状の
底板74の上に湾曲状のブロック体75を円筒状に並
べ、その上に同じく湾曲状のブロック体76を積み上
げ、これらを互いに連結部分Jで連結して水槽を構成し
ている。各接合面には段差cを設けてあり、その段差c
の両側でそれぞれ連結部分Jを形成している。この接合
形態では、各部材が互いに強固に接合されて水密性が確
保されるとともに、第1段目のブロック体75は段差c
により底板74に対して外側への移動が阻止され、第2
段目のブロック体76も段差cにより第1段目のブロッ
ク体75に対して外側への移動が阻止されるので、大き
な水圧に対しても十分に耐えることができる。密閉の円
形水槽を作製する場合には、ブロック体76の上に底板
74と同様な円板状の蓋板を載せ、連結部分Jによって
底板74と同様に連結するとよい。なお、図29及び図
30に示すような接合例の場合、連結部分Jが端面で露
出しないように適当なかぶりをとって隠すようにしても
よい。FIG. 30 shows an example in which the present invention is applied to the joining of a plurality of members forming a circular water tank. A curved block body 75 is arranged in a cylindrical shape on a disc-shaped bottom plate 74, a curved block body 76 is piled up on it, and these are connected to each other at a connecting portion J to form a water tank. . A step c is provided on each joint surface, and the step c
The connecting portions J are formed on both sides of each. In this joining mode, the respective members are firmly joined to each other to ensure watertightness, and the block body 75 of the first stage has the step c.
Prevents the bottom plate 74 from moving outward with respect to the second plate.
The block body 76 of the first stage is also prevented from moving outward with respect to the block body 75 of the first stage due to the step c, so that it can sufficiently withstand a large water pressure. In the case of manufacturing a closed circular water tank, a disc-shaped lid plate similar to the bottom plate 74 may be placed on the block body 76, and may be connected by the connecting portion J in the same manner as the bottom plate 74. In the case of the joining example shown in FIGS. 29 and 30, the connecting portion J may be covered with an appropriate cover so as not to be exposed at the end surface.
【0038】擁壁を構成する躯体同士の接合に本発明を
適用した例を図31〜図33に示している。An example in which the present invention is applied to the joining of the skeletons constituting the retaining wall is shown in FIGS.
【0039】図31に示される実施例では、基礎部材7
7に1本の突条77aを設け、壁部材78にこの突条7
7aと嵌まり合う1本の溝78aを設けるとともに、前
記の如き凹所と袋体からなる連結部分Jを2列に形成し
ている。この接合状態では、連結部分Jの緊張力により
基礎部材77と壁部材78が連結され、さらに凹凸であ
る突条77aと溝78aが噛み合っているので、壁部材
78は外側へずれることなく土圧Fに耐えることができ
る。In the embodiment shown in FIG. 31, the base member 7
7 is provided with one ridge 77a, and the wall member 78 is provided with this ridge 7a.
One groove 78a that fits with 7a is provided, and the connecting portions J composed of the recess and the bag as described above are formed in two rows. In this joined state, the foundation member 77 and the wall member 78 are connected by the tension of the connecting portion J, and the projections 77a, which are uneven, and the grooves 78a are engaged with each other. Can withstand F.
【0040】図32に示される実施例では、基礎部材7
7と壁部材78の接合面に複数の凹凸aを設けている。
この接合状態では、連結部分Jの緊張力により両部材が
連結され、さらに接合面の凹凸aにより壁部材78は左
右のズレが防止されているので、壁部材78は外側にず
れることなく土圧Fに耐えることができる。In the embodiment shown in FIG. 32, the base member 7
A plurality of irregularities a are provided on the joint surface between the wall member 78 and the wall member 78.
In this joined state, the two members are joined by the tension force of the joining portion J, and the unevenness a of the joining surface prevents the wall member 78 from shifting to the left and right, so that the wall member 78 does not shift to the outside and does not move to the earth pressure. Can withstand F.
【0041】図33に示される実施例では、基礎部材7
7と壁部材78の接合面に互いに噛み合う段差cを設け
るとともに、段差cの両側にそれぞれ連結部分Jを形成
している。この接合状態では、連結部分Jの緊張力によ
り基礎部材77と壁部材78が連結されるとともに、段
差cにより壁部材78の外側への移動が防止されてい
る。In the embodiment shown in FIG. 33, the base member 7
Steps c that mesh with each other are provided on the joint surface between the wall 7 and the wall member 78, and connecting portions J are formed on both sides of the steps c. In this joined state, the tension of the connecting portion J connects the base member 77 and the wall member 78, and the step c prevents the wall member 78 from moving to the outside.
【0042】本発明の接合方法は、梁、柱、壁等の部材
を接合するのにも利用することができる。The joining method of the present invention can also be used to join members such as beams, columns and walls.
【0043】図34は2つの長い構造材81,82をT
字状に接合した例を示している。このような接合構造
は、例えばT型の梁に使用される。そして、梁に作用す
る荷重が大きい場合には連続する連結部分Jで接合する
ようにし、梁に作用する荷重が小さい場合には独立した
連結部分Jで接合するとよい。FIG. 34 shows two long structural members 81, 82
An example in which they are joined in a letter shape is shown. Such a joint structure is used for a T-shaped beam, for example. Then, when the load acting on the beam is large, the joining is performed at the continuous connecting portion J, and when the load acting on the beam is small, joining is performed at the independent connecting portion J.
【0044】図35は2つの長い構造材83,84を突
き合わせ状態で接合した例を示している。このような接
合構造は例えば壁の接合に使用される。図では接合面に
凹凸を設けて連結部分Jを3箇所に設けているが、必要
に応じて中央の1箇所でもよいし、両側の2箇所でもよ
い。或いは壁の厚さに応じて4箇所以上に設けるように
しても構わない。FIG. 35 shows an example in which two long structural members 83 and 84 are joined together in a butted state. Such joining structures are used, for example, for joining walls. In the figure, the joint surface is provided with concavities and convexities and the connecting portions J are provided at three locations, but it may be provided at one location in the center or at two locations on both sides as required. Alternatively, it may be provided at four or more places depending on the wall thickness.
【0045】図36に柱と梁の接合構造の一例を示す。
金属、コンクリート、樹脂、セラミックス等からなるほ
ぞ継手85を基礎86に埋め込んであり、このほぞ継手
85に1階の柱87の溝を嵌合し、グラウト孔87aよ
りグラウトGを注入して基礎86に柱87を固定してい
る。さらに、ほぞ継手85の両側の接合面に連結部分J
を設けて両者の接合を確実にしている。また、1階の柱
87の上端にほぞ継手87bを加工してあり、このほぞ
継手87bに2階の柱88の溝を嵌合して固定し、さら
にほぞ継手87bの両側の接合面には連結部分Jを設け
ている。また、1階の柱87の上部両側に突起87cに
よる段差cを設けてあり、この段差cに梁89を嵌め合
わせ、さらに段差cの両側に連結部分Jを設けている。FIG. 36 shows an example of a column-beam joint structure.
A tenon joint 85 made of metal, concrete, resin, ceramics or the like is embedded in the foundation 86. The groove of the pillar 87 on the first floor is fitted into this tenon joint 85, and grout G is injected from the grout hole 87a to form the foundation 86. The column 87 is fixed to the. Further, the joint portions J are provided on the joint surfaces on both sides of the tenon joint 85.
Is provided to ensure the joining of both. In addition, a tenon joint 87b is processed at the upper end of the pillar 87 on the first floor, and the groove of the pillar 88 on the second floor is fitted and fixed to this tenon joint 87b, and the joint surfaces on both sides of the tenon joint 87b are fixed. A connecting portion J is provided. Further, steps c are formed by projections 87c on both sides of the upper part of the pillar 87 on the first floor, beams 89 are fitted to the steps c, and connecting portions J are provided on both sides of the steps c.
【0046】以上、図24〜図36に各種構造物を構成
する部材の接合例を示したが、本発明は図示の構造物に
限定されるものではなく、この接合例は他の構造物にも
応用することができる。また、或る実施例に示した接合
構造は他の実施例にも適用することができる。例えば、
図27において縦部材66と下部材67に用いた外接面
構造を、図36に示す基礎86と柱87の接合部分に応
用する等である。As described above, the joining examples of the members constituting the various structures are shown in FIGS. 24 to 36, but the present invention is not limited to the illustrated structures, and this joining example can be applied to other structures. Can also be applied. Further, the joining structure shown in one embodiment can be applied to other embodiments. For example,
The external contact surface structure used for the vertical member 66 and the lower member 67 in FIG. 27 is applied to the joint portion of the foundation 86 and the pillar 87 shown in FIG.
【0047】本発明の接合方法は、既に出来た石材、コ
ンクリート塊、レンガ、セラミックス、金属、合成樹
脂、他の建築材料等を互いに接合する場合にも適用でき
る。さらには、水道管、下水道管、ガス管等の継手部分
にも利用できる。この用途に好適な接合構造の例を図3
7、図38に示している。なお、図22、図23に示す
接合構造も上記の接合に適用できる。The joining method of the present invention can also be applied to joining already made stone materials, concrete blocks, bricks, ceramics, metals, synthetic resins, other building materials and the like. Furthermore, it can be used for joints such as water pipes, sewer pipes, and gas pipes. An example of a joining structure suitable for this application is shown in FIG.
7, shown in FIG. The joining structure shown in FIGS. 22 and 23 can also be applied to the above joining.
【0048】図37に示される実施例において、部材
A,部材Bはそれぞれ石材からなる。両者を接合する接
合部材90として、取付け部91の一方にボルト等のア
ンカー部92と、他方に袋体22を取り付けたものを使
用する。なお、本実施例では取付け部91をカプセル状
とし、図17及び図18と同様な蓋部分91aを設けて
袋体22を中に収納したものを使用している。なお、取
付け部91と袋体22は別体のものを適宜の手段で取り
付けてもよいし、同一材料で一体に作成してもよい。一
体に形成する場合には材料に硬質ゴム、合成樹脂を使用
するとよい。In the embodiment shown in FIG. 37, the members A and B are made of stone. As the joining member 90 for joining the two, one in which the anchor portion 92 such as a bolt is attached to one of the attachment portions 91 and the bag body 22 is attached to the other is used. In this embodiment, the mounting portion 91 is in the form of a capsule, and the lid portion 91a similar to those in FIGS. 17 and 18 is provided and the bag body 22 is housed therein. Note that the attachment portion 91 and the bag body 22 may be separately attached by appropriate means, or may be integrally formed of the same material. When integrally formed, hard rubber or synthetic resin may be used as the material.
【0049】まず、部材Bにドリルで穴93を空け、こ
の穴93の入口に接合部材90の取付け部91を嵌入す
るか又はねじ込んで取り付けた後、注入路94を通して
充填材C’を圧入し、硬化させてアンカー部92を固定
する。部材Aには工場又は現場にて穴95が空けてあ
る。そして、接合部材90を取り付けた部材Bを部材A
と位置合わせして据え付けた後で、注入路96から充填
材Cを圧入する。この充填材Cの圧入により、取付け部
91の蓋部分91aが広がって袋体22が取付け部91
の中から出て穴95内に向けて延び、穴95の内面形状
に沿って膨張する。そして、充填材Cが硬化すると部材
A,Bの接合が行われる。First, a hole 93 is drilled in the member B, and the mounting portion 91 of the joining member 90 is fitted or screwed into the entrance of the hole 93, and then the filler C ′ is press-fitted through the injection path 94. , And is fixed to fix the anchor portion 92. A hole 95 is formed in the member A at the factory or on site. Then, the member B to which the joining member 90 is attached is changed to the member A.
Then, the filler C is press-fitted from the injection path 96 after the installation. By press-fitting the filling material C, the lid portion 91a of the mounting portion 91 expands and the bag body 22 is attached to the mounting portion 91.
And extends toward the inside of the hole 95 and expands along the inner surface shape of the hole 95. Then, when the filler C is cured, the members A and B are joined.
【0050】図38に示される実施例は、部材Bに対す
る接合部材90の固定方法が異なる点を除いて図37の
実施例と同様である。接合部材90にはアンカー部92
の代わりに袋体97が取り付けてある。そして、注入路
94からこの袋体97に充填材C’を圧入して部材Bに
接合部材を固定する。The embodiment shown in FIG. 38 is the same as the embodiment of FIG. 37 except that the method of fixing the joining member 90 to the member B is different. An anchor portion 92 is provided on the joining member 90.
Instead of, a bag body 97 is attached. Then, the filler C ′ is press-fitted into the bag body 97 from the injection path 94 to fix the joining member to the member B.
【0051】図37、図38に示される接合構造は、例
えば墓石やモニュメントなどを組み立てる時に上下の部
材の接合部位に適用することにより、転倒を防止する上
で大きな力を発揮する。The joint structure shown in FIGS. 37 and 38 exerts a great force in preventing a fall by applying the joint structure to upper and lower members when assembling a tombstone or a monument, for example.
【0052】[0052]
【発明の効果】以上説明したように、本発明の部材の接
合方法によれば、2つの部材をその接合面同士で位置合
わせして当接させた後、他方の部材に取り付けた袋体に
充填材を圧入してこの袋体を一方の部材の凹所内にて膨
張させるだけで、部材同士をしっかりと接合できること
から、接合作業を簡単に行うことができる。As described above, according to the method for joining members of the present invention, after the two members are aligned and brought into contact with each other at their joining surfaces, they are attached to the other member. The members can be firmly joined to each other only by press-fitting the filling material and expanding the bag body in the recess of the one member, so that the joining work can be easily performed.
【0053】また、本発明の接合構造は、一方の部材の
接合面に形成された凹所の中に、他方の部材の接合面に
取り付けられた袋体が挿入され、その袋体が充填材によ
り凹所の形状に沿って膨張したものであるので、連結部
分が表面に露出しない状態で部材同士を接合したものと
なり、しかも充填材により膨張した袋体に接合方向の緊
張力が発生することから、部材同士を締め付けた状態で
しっかりと接合したものとなる。Further, in the joint structure of the present invention, the bag body attached to the joint surface of the other member is inserted into the recess formed in the joint surface of the one member, and the bag body is filled with the filling material. Since it is expanded along the shape of the recess, the members are joined together with the connecting part not exposed on the surface, and a tension force in the joining direction is generated in the bag body expanded by the filling material. Therefore, the members are firmly joined together in a tightened state.
【0054】そして、両部材の接合面に互いに嵌まり合
う凹凸や段差を設けることにより、両部材がズレを起こ
さない状態でしっかりと接合したものとなる。By providing the joint surfaces of the two members with unevenness and steps that fit with each other, the members can be firmly joined together without any displacement.
【0055】また、一方の部材と他方の部材とが、接合
面の両サイドに外接面を有する形状である場合にも、こ
の外接面で両部材がズレを起こさず、しかも連結部分に
てしっかりと接合したものとなる。Further, even when one member and the other member are shaped so as to have circumscribing surfaces on both sides of the joint surface, both members do not displace on the circumscribing surface, and moreover, firmly at the connecting portion. It will be joined with.
【図1】本発明の一実施例を示すもので、一方の部材と
他方の部材の要部を接合前の状態で示す斜視図である。FIG. 1 is a perspective view showing an embodiment of the present invention and showing a main part of one member and the other member in a state before joining.
【図2】図1に示す他方の部材の断面図である。FIG. 2 is a cross-sectional view of the other member shown in FIG.
【図3】図1に示す両部材を位置合わせした状態で示す
断面図である。FIG. 3 is a sectional view showing a state in which both members shown in FIG. 1 are aligned.
【図4】図1に示す両部材を接合状態で示す断面図であ
る。FIG. 4 is a cross-sectional view showing both members shown in FIG. 1 in a joined state.
【図5】別の実施例を示すもので、一方の部材と他方の
部材の要部を接合前の状態で示す斜視図である。FIG. 5 shows another embodiment and is a perspective view showing a main part of one member and the other member in a state before joining.
【図6】図5に示す両部材を接合状態で示す断面図であ
る。6 is a cross-sectional view showing both members shown in FIG. 5 in a joined state.
【図7】別の実施例を示すもので、一方の部材と他方の
部材の要部を接合前の状態で示す斜視図である。FIG. 7 shows another embodiment and is a perspective view showing a main part of one member and the other member in a state before joining.
【図8】図7に示す両部材を接合状態で示す断面図であ
る。8 is a sectional view showing both members shown in FIG. 7 in a joined state.
【図9】別の実施例で使用する一方の部材の要部を示す
斜視図である。FIG. 9 is a perspective view showing a main part of one member used in another embodiment.
【図10】図9の部材と組み合わせて使用する他方の部
材の要部を示す斜視図である。10 is a perspective view showing a main part of the other member used in combination with the member of FIG. 9. FIG.
【図11】図9と図10に示す両部材を接合状態で示す
断面図である。FIG. 11 is a cross-sectional view showing both members shown in FIGS. 9 and 10 in a joined state.
【図12】図9〜図11の変形例を示す要部の断面図で
ある。FIG. 12 is a cross-sectional view of the main parts showing a modification of FIGS. 9 to 11.
【図13】別の実施例を示すもので、一方の部材と他方
の部材を位置合わせした状態でその要部を示す一部断面
図である。FIG. 13 is a partial cross-sectional view showing another embodiment and showing a main part of one member and the other member in a aligned state.
【図14】図13に示す両部材を接合状態で示す断面図
である。14 is a sectional view showing both members shown in FIG. 13 in a joined state.
【図15】別の実施例を接合状態で示す要部の断面図で
ある。FIG. 15 is a cross-sectional view of a main part showing another embodiment in a joined state.
【図16】図15の変形例を示す断面図である。16 is a cross-sectional view showing a modified example of FIG.
【図17】別の接合部材を使用した他方の部材の要部を
示す断面図である。FIG. 17 is a cross-sectional view showing a main part of the other member using another joining member.
【図18】図17に示す他方の部材を用いた接合状態を
示す断面図である。18 is a cross-sectional view showing a joined state using the other member shown in FIG.
【図19】他方の部材に取り付ける接合部材の他の例を
示す断面図である。FIG. 19 is a cross-sectional view showing another example of the joining member attached to the other member.
【図20】図19の接合部材に用いる袋体の要部を示す
斜視図である。20 is a perspective view showing a main part of a bag body used for the joining member of FIG.
【図21】別の接合部材を使用した他方の部材の要部を
示す断面図である。FIG. 21 is a cross-sectional view showing the main parts of the other member using another joining member.
【図22】別の接合部材を使用した他方の部材の要部を
示す断面図である。FIG. 22 is a cross-sectional view showing the main parts of the other member using another joining member.
【図23】別の接合部材を使用した他方の部材の要部を
示す断面図である。FIG. 23 is a cross-sectional view showing the main parts of the other member using another joining member.
【図24】ボックスカルバートの接合に本発明を適用し
た例を示すもので、(a)及び(b)はそれぞれ異なっ
た方向から見た斜視図である。FIG. 24 shows an example in which the present invention is applied to the joining of box culverts, and (a) and (b) are perspective views seen from different directions.
【図25】板状部材を組み立ててボックスカルバートを
形成するのに本発明を適用した例を示す説明図である。FIG. 25 is an explanatory view showing an example in which the present invention is applied to form a box culvert by assembling plate members.
【図26】同じく別の例を示す説明図である。FIG. 26 is an explanatory diagram showing another example of the same.
【図27】同じく別の例を示す説明図である。FIG. 27 is an explanatory diagram showing another example of the same.
【図28】図27の変形を示す説明図である。FIG. 28 is an explanatory diagram showing a modification of FIG. 27.
【図29】角形水槽を構成する板部材の接合に本発明を
適用した例を示す説明図である。FIG. 29 is an explanatory view showing an example in which the present invention is applied to the joining of the plate members forming the rectangular water tank.
【図30】円形水槽を構成する部材の接合に本発明を適
用した例を示すもので、(a)は斜視図、(b)は縦断
面図である。FIG. 30 shows an example in which the present invention is applied to the joining of members forming a circular water tank, in which (a) is a perspective view and (b) is a longitudinal sectional view.
【図31】擁壁を構成する躯体同士の接合に本発明を適
用した例を示す説明図である。FIG. 31 is an explanatory diagram showing an example in which the present invention is applied to the joining of the skeletons forming the retaining wall.
【図32】同じく別の例を示す説明図である。FIG. 32 is an explanatory diagram showing another example of the same.
【図33】同じく別の例を示す説明図である。FIG. 33 is an explanatory diagram showing another example of the same.
【図34】2つの長い構造材をT字状に接合した例を示
す説明図である。FIG. 34 is an explanatory diagram showing an example in which two long structural materials are joined in a T shape.
【図35】2つの長い構造材を突き合わせ状態で接合し
た例を示す説明図である。FIG. 35 is an explanatory diagram showing an example in which two long structural materials are joined in a butt state.
【図36】柱と梁の接合構造の一例を示す説明図であ
る。FIG. 36 is an explanatory diagram showing an example of a column-beam joining structure.
【図37】他の接合構造を示す断面図である。FIG. 37 is a cross-sectional view showing another joint structure.
【図38】図37の変形例を示す断面図である。FIG. 38 is a cross-sectional view showing a modified example of FIG. 37.
A 一方の部材 B 他方の部材 C 充填材 J 連結部分 11 接合面 13 凹所 14 突条 15 段差 16 突起 21 接合面 22 袋体 24 注入口 23 アンカー部 25 溝 26 段差 27 穴 a 凹凸 b 外接面 c 段差 A One member B The other member C Filler J Joint part 11 Joining surface 13 Recess 14 Relief ridge 15 Step 16 Protrusion 21 Joining surface 22 Bag body 24 Injection port 23 Anchor part 25 Groove 26 Step 27 Hole a Unevenness b Outer surface c step
Claims (7)
方の部材の接合面に可撓性素材からなる袋体を一体的に
取り付け、前記凹所内に前記袋体を挿入した状態で各部
材の接合面同士を当接させた後、前記袋体の中に充填材
を圧入して前記袋体を凹所の内面形状に沿わせて膨張さ
せることにより両方の部材を接合することを特徴とする
部材の接合方法。1. A state in which a recess is formed on the joint surface of one member, a bag body made of a flexible material is integrally attached to the joint surface of the other member, and the bag body is inserted into the recess. After bringing the joint surfaces of the respective members into contact with each other, the filler is press-fitted into the bag body to expand the bag body along the inner surface shape of the recess to join both members. And a method of joining members.
方の部材の接合面に可撓性素材からなる袋体を収納状態
で一体的に取り付け、前記凹所の入口に前記袋体を位置
合わせした状態で各部材の接合面同士を当接させた後、
前記袋体の中に充填材を圧入して前記袋体を凹所の内面
形状に沿わせて膨張させることにより両方の部材を接合
することを特徴とする部材の接合方法。2. A recess is formed in the joint surface of one member, and a bag body made of a flexible material is integrally attached to the joint surface of the other member in a housed state, and the bag is provided at the entrance of the recess. After contacting the joint surfaces of each member with the body aligned,
A method for joining members, characterized in that both members are joined by press-fitting a filler into the bag and expanding the bag along the shape of the inner surface of the recess.
する接合面で接合した接合構造であって、一方の部材の
接合面には凹所が形成されており、他方の部材の接合面
には前記凹所に挿入した可撓性素材からなる袋体が取り
付けられており、該袋体が前記凹所の内面形状に沿って
膨張した状態で前記袋体に充填材が注入されてなる連結
部分によって両方の部材が接合されていることを特徴と
する接合構造。3. A joining structure in which one member and the other member are joined together by their abutting joining surfaces, wherein a recess is formed in the joining surface of the one member, and the joining surface of the other member. A bag body made of a flexible material inserted in the recess is attached to the bag body, and a filling material is injected into the bag body in a state where the bag body is expanded along the inner surface shape of the recess. A joining structure in which both members are joined by a connecting portion.
凹凸が設けられていることを特徴とする請求項3記載の
接合構造。4. The joint structure according to claim 3, wherein the joint surfaces of the both members are provided with projections and recesses that are fitted to each other.
られていることを特徴とする請求項3記載の接合構造。5. The joint structure according to claim 3, wherein the joint surfaces of the both members are provided on both sides of the step.
合う凹凸が設けられていることを特徴とする請求項5記
載の接合構造。6. The joint structure according to claim 5, wherein the joint surfaces on both sides of the step are provided with protrusions and recesses that are fitted to each other.
前記連結部分のある接合面の少なくとも一方側に外接面
を有する形状になっていることを特徴とする請求項3,
4,5又は6記載の接合構造。7. The one member and the other member,
4. The shape having an circumscribed surface on at least one side of the joint surface having the connecting portion.
The joint structure according to 4, 5, or 6.
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7014957A JPH08209812A (en) | 1995-02-01 | 1995-02-01 | Connecting method and connecting structure for member |
CA 2168151 CA2168151A1 (en) | 1995-02-01 | 1996-01-26 | Method of jointing members and a jointing structure |
CN 96101249 CN1133928A (en) | 1995-02-01 | 1996-01-31 | Method of jointing members and jointing structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7014957A JPH08209812A (en) | 1995-02-01 | 1995-02-01 | Connecting method and connecting structure for member |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH08209812A true JPH08209812A (en) | 1996-08-13 |
Family
ID=11875465
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7014957A Pending JPH08209812A (en) | 1995-02-01 | 1995-02-01 | Connecting method and connecting structure for member |
Country Status (3)
Country | Link |
---|---|
JP (1) | JPH08209812A (en) |
CN (1) | CN1133928A (en) |
CA (1) | CA2168151A1 (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002502001A (en) * | 1998-01-29 | 2002-01-22 | シー.ヴィ.ブキャン リミテッド | Equipment for joining concrete members |
JP2009257004A (en) * | 2008-04-18 | 2009-11-05 | Hayashi Bussan Hatsumei Kenkyusho:Kk | Block and block joint |
JP2010090668A (en) * | 2008-10-10 | 2010-04-22 | Nisshin Kogyo Kk | Inspection and measurement method for ground subsidence cavity in concrete civil engineering structure |
JP2013103176A (en) * | 2011-11-14 | 2013-05-30 | Mitsubishi Heavy Industries Mechatronics Systems Ltd | Water tank dividing method, water tank, and wall body |
JP2015175195A (en) * | 2014-03-17 | 2015-10-05 | 日本ステップ工業株式会社 | Cover for underground structure |
JP7350409B1 (en) * | 2023-04-07 | 2023-09-26 | 浙大城市学院 | Wall surface treatment equipment and wall surface treatment method for prefabricated buildings |
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CN102390545B (en) * | 2011-08-18 | 2013-12-25 | 哈尔滨工业大学 | Assembly type truss connecting element convenient for astronaut to realize on-orbit assembly operation |
CN106193422B (en) * | 2016-08-17 | 2018-07-20 | 安庆欣奥新型建材有限公司 | A kind of dismantled and assembled moveable hollow brick |
CN106968346A (en) * | 2017-05-08 | 2017-07-21 | 湖南三快而居住宅工业有限公司 | A kind of concrete prefabricated element and its forming method |
CN110541717A (en) * | 2019-09-26 | 2019-12-06 | 江苏大成轨道科技有限公司 | Annular push-insert type connecting and fastening assembly for shield tunnel segment and application thereof |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS50100314U (en) * | 1974-01-16 | 1975-08-20 | ||
JPS5316917A (en) * | 1976-07-30 | 1978-02-16 | Hotsukoushiya Kk | System for sealing pipe joint |
JPS5540002U (en) * | 1978-09-01 | 1980-03-14 | ||
JPS60151496A (en) * | 1984-01-17 | 1985-08-09 | 日本コンクリ−ト工業株式会社 | Method of joining construction of hume pipe |
JPH03132538A (en) * | 1989-10-18 | 1991-06-05 | Asahi Kasei Kenzai Kk | Water-proofing work for joint in connection part of building member |
JPH06272489A (en) * | 1993-03-19 | 1994-09-27 | Penta Ocean Constr Co Ltd | Water cut-off method in segment lining |
-
1995
- 1995-02-01 JP JP7014957A patent/JPH08209812A/en active Pending
-
1996
- 1996-01-26 CA CA 2168151 patent/CA2168151A1/en not_active Abandoned
- 1996-01-31 CN CN 96101249 patent/CN1133928A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS50100314U (en) * | 1974-01-16 | 1975-08-20 | ||
JPS5316917A (en) * | 1976-07-30 | 1978-02-16 | Hotsukoushiya Kk | System for sealing pipe joint |
JPS5540002U (en) * | 1978-09-01 | 1980-03-14 | ||
JPS60151496A (en) * | 1984-01-17 | 1985-08-09 | 日本コンクリ−ト工業株式会社 | Method of joining construction of hume pipe |
JPH03132538A (en) * | 1989-10-18 | 1991-06-05 | Asahi Kasei Kenzai Kk | Water-proofing work for joint in connection part of building member |
JPH06272489A (en) * | 1993-03-19 | 1994-09-27 | Penta Ocean Constr Co Ltd | Water cut-off method in segment lining |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002502001A (en) * | 1998-01-29 | 2002-01-22 | シー.ヴィ.ブキャン リミテッド | Equipment for joining concrete members |
JP2009257004A (en) * | 2008-04-18 | 2009-11-05 | Hayashi Bussan Hatsumei Kenkyusho:Kk | Block and block joint |
JP2010090668A (en) * | 2008-10-10 | 2010-04-22 | Nisshin Kogyo Kk | Inspection and measurement method for ground subsidence cavity in concrete civil engineering structure |
JP2013103176A (en) * | 2011-11-14 | 2013-05-30 | Mitsubishi Heavy Industries Mechatronics Systems Ltd | Water tank dividing method, water tank, and wall body |
JP2015175195A (en) * | 2014-03-17 | 2015-10-05 | 日本ステップ工業株式会社 | Cover for underground structure |
JP7350409B1 (en) * | 2023-04-07 | 2023-09-26 | 浙大城市学院 | Wall surface treatment equipment and wall surface treatment method for prefabricated buildings |
Also Published As
Publication number | Publication date |
---|---|
CN1133928A (en) | 1996-10-23 |
CA2168151A1 (en) | 1996-08-02 |
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