JPH0667616U - Brickwork structure - Google Patents
Brickwork structureInfo
- Publication number
- JPH0667616U JPH0667616U JP008172U JP817293U JPH0667616U JP H0667616 U JPH0667616 U JP H0667616U JP 008172 U JP008172 U JP 008172U JP 817293 U JP817293 U JP 817293U JP H0667616 U JPH0667616 U JP H0667616U
- Authority
- JP
- Japan
- Prior art keywords
- bricks
- brick
- shaft
- plane direction
- adjacent
- 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
- Furnace Housings, Linings, Walls, And Ceilings (AREA)
Abstract
(57)【要約】
【目的】 煉瓦を破れ目地で積み上げて構成される構造
物の面外方向力に対する抵抗力を高める。
【構成】 隣接する煉瓦2,2の目地に、軸31と、煉瓦
2の見込み幅だけ隔てて軸31に接続し、煉瓦2を見込み
方向両側から挟み込む拘束板32,32からなる補強具3を
設置したもので、拘束板32,32が隣接する煉瓦2,2に
跨ってこれを挟み込むことにより煉瓦2を面外方向に互
いに連係させ、面外方向力に対する抵抗力を高めると同
時に、ひび割れ発生後の靱性を高めるものである。
(57) [Summary] [Purpose] To increase the resistance to the out-of-plane direction force of structures constructed by stacking bricks at tear joints. [Structure] At a joint between adjacent bricks 2 and 2, there is provided a shaft 3 and a reinforcing member 3 which is connected to the shaft 31 with a prospective width of the brick 2 and is connected to the shaft 31 so as to sandwich the brick 2 from both sides in the prospective direction. The bricks 2 are linked to each other in the out-of-plane direction by sandwiching the constraining plates 32, 32 between the bricks 2 and 2 that are adjacent to each other, increasing resistance to the out-of-plane direction force and at the same time causing cracking. It improves the toughness afterwards.
Description
【0001】[0001]
この考案は積み上げられた煉瓦の一体性を高めた、煉瓦積み構造物に関するも のである。 The present invention relates to a brick-laying structure, which enhances the integrity of stacked bricks.
【0002】[0002]
煉瓦を単純に積み上げて構築される煉瓦積み構造物は、目地に充填されるモル タル等の付着力のみによって面外方向力に対する一体性を確保しているため、地 震等の水平力に対する抵抗力が低く、また脆性材料であるためひび割れ発生後の 強度が急激に低下し、容易に崩壊に至り易い。 A brick-laying structure constructed by simply stacking bricks secures the unity to the out-of-plane direction force only by the adhesive force of the mortar etc. filled in the joints, and therefore resists horizontal forces such as earthquakes. Since the strength is low and the material is brittle, the strength after cracking sharply decreases, and it is easy to collapse.
【0003】 この考案は煉瓦積み構造物の弱点に着目してなされたもので、水平力に対する 安定性とひび割れ発生後の靱性を高める構造物を提案しようとするものである。The present invention has been made by paying attention to the weak points of the brickwork structure, and proposes a structure which enhances stability against horizontal force and toughness after cracking.
【0004】[0004]
本考案では隣接する煉瓦の目地に、軸とその両端に接続する拘束板からなる補 強具を設置することにより隣接する煉瓦を面外方向に互いに連係させ、面外方向 力に対する抵抗力を高めると同時に、面外方向両側から各煉瓦を拘束することに よりひび割れ発生後の靱性を高める。 In the present invention, the joints of the adjacent bricks are provided with reinforcements composed of shafts and restraint plates connected to both ends of the bricks so that the adjacent bricks are linked to each other in the out-of-plane direction, and the resistance to the out-of-plane force is increased. At the same time, by restraining each brick from both sides in the out-of-plane direction, the toughness after cracking is increased.
【0005】 拘束板は軸に、煉瓦の見込み幅だけ隔てて軸に接続し、目地を挟んで隣接する 煉瓦を見込み方向両側から挟み込むことにより煉瓦間の見込み方向のずれを防止 して隣接する煉瓦の一体性を確保し、またひび割れ発生時の煉瓦の部分的な欠落 を防止し、構造物の崩壊を抑制する。The constraining plate is connected to the shaft at an expected width of the bricks and is connected to the shaft so that the adjacent bricks are sandwiched from both sides in the prospective direction by sandwiching the joint to prevent the bricks from being displaced in the prospective direction. It secures the integrity of the building, prevents partial loss of bricks when cracks occur, and suppresses structural collapse.
【0006】[0006]
以下本考案を一実施例を示す図面に基づいて説明する。 The present invention will be described below with reference to the drawings showing an embodiment.
【0007】 この考案の構造物1は図1に示すように煉瓦2を破れ目地で積み上げて構成さ れ、隣接する煉瓦2,2の目地に煉瓦2を挟み込む補強具3を設置し、補強具3 によって面外方向の強度を確保したものである。As shown in FIG. 1, the structure 1 of the present invention is constructed by stacking bricks 2 at tear joints, and installing a reinforcing tool 3 for sandwiching the bricks 2 between adjacent bricks 2 and 2 to install the reinforcing tool. 3 ensures the strength in the out-of-plane direction.
【0008】 補強具3は図2,図3に示すように軸31と、煉瓦2の見込み幅だけ隔てて軸31 に接続する拘束板32,32からなり、拘束板32,32が煉瓦2を見込み方向両側から 挟み込むことにより、目地を挟んで横方向と高さ方向に隣接する煉瓦2,2を一 体的に挙動させる。補強具3は図1に示すように煉瓦2の積み上げと同時に各目 地に設置されるが、両拘束板32,32が煉瓦2の側面に密着することにより効果を 発揮するため、煉瓦2が未硬化の状態で積み上げられる場合にも使用される。As shown in FIGS. 2 and 3, the reinforcing member 3 is composed of a shaft 31 and restraint plates 32 and 32 which are connected to the shaft 31 with a prospective width of the brick 2 therebetween. By sandwiching the bricks from both sides in the prospective direction, the bricks 2 and 2 adjacent to each other in the lateral direction and the height direction across the joint are made to behave as a unit. As shown in FIG. 1, the reinforcing tool 3 is installed at each joint at the same time as the bricks 2 are piled up. However, since the two constraining plates 32, 32 are brought into close contact with the side surfaces of the brick 2 to exert an effect, the brick 2 is It is also used when stacked in an uncured state.
【0009】 隣接する煉瓦2,2間に見込み方向のずれが生じようとする場合、ずれようと する煉瓦2側の拘束板32がその煉瓦2に係合し、見込み方向に対向する側の拘束 板32が隣接する煉瓦2に係合し、軸31が引張力を負担することにより煉瓦2,2 を互いに連係させ、構造物1全体の面外方向力に対する抵抗力を高め、目地詰め 材の付着が切れた場合の煉瓦2の崩落を防止する。When a deviation in the prospective direction is expected to occur between adjacent bricks 2, 2, the constraining plate 32 on the side of the brick 2 that is about to disengage engages with the brick 2 and restrains the side opposite to the prospective direction. The plate 32 engages the adjacent bricks 2, and the shaft 31 bears the tensile force so that the bricks 2 and 2 are linked to each other, increasing the resistance force to the out-of-plane direction force of the entire structure 1 and improving the joint filling material. Prevent the brick 2 from collapsing when the adhesion is broken.
【0010】 拘束板32はまた、ある程度の面積を持ち、煉瓦2の側面に接触し続けることに より、煉瓦2が部分的にひび割れを生じた場合や圧壊した場合の飛散を防止し、 構造物1の面外強度の急激な低下を抑制し、崩壊を未然に防止する。The restraint plate 32 also has a certain area and keeps contacting the side surface of the brick 2 to prevent scattering when the brick 2 is partially cracked or crushed, and Suppressing a sudden decrease in the out-of-plane strength of No. 1 and preventing collapse in advance.
【0011】[0011]
この考案は以上の通りであり、隣接する煉瓦の目地に、軸とこれに接続する拘 束板からなる補強具を設置したものであるため隣接する煉瓦が面外方向に互いに 連係し、面外方向力に対する抵抗力が高められると同時に、面外方向両側から各 煉瓦が拘束されるためひび割れ発生後の靱性を高めることができる。 The present invention is as described above. Since the reinforcements including the shaft and the binding plate connected to the shafts are installed in the joints of the adjacent bricks, the adjacent bricks are linked to each other in the out-of-plane direction, and At the same time as the resistance to the directional force is increased, each brick is constrained from both sides in the out-of-plane direction, so the toughness after cracking can be increased.
【図面の簡単な説明】[Brief description of drawings]
【図1】本考案の構造物を示した斜視図である。FIG. 1 is a perspective view showing a structure of the present invention.
【図2】補強具を示した斜視図である。FIG. 2 is a perspective view showing a reinforcing tool.
【図3】他の補強具を示した斜視図である。FIG. 3 is a perspective view showing another reinforcing tool.
1……構造物、2……煉瓦、3……補強具、31……軸、
32……拘束板。1 ... Structure, 2 ... Brick, 3 ... Reinforcement, 31 ... Shaft,
32 ... Restraint plate.
───────────────────────────────────────────────────── フロントページの続き (72)考案者 大森 信次 東京都八王子市中野山王1−1−2 ─────────────────────────────────────────────────── ─── Continued Front Page (72) Creator Shinji Omori 1-1-2 Nakano Sanno, Hachioji, Tokyo
Claims (1)
隣接する煉瓦の目地に、軸と、煉瓦の見込み幅だけ隔て
て軸に接続し、煉瓦を見込み方向両側から挟み込む拘束
板からなる補強具が設置されていることを特徴とする煉
瓦積み構造物。1. A brick is constructed by stacking bricks at a joint,
A brick-laying structure characterized in that the joint between adjacent bricks is provided with a reinforcing member consisting of a shaft and a constraining plate that is connected to the shaft at an expected width of the brick and is sandwiched from both sides in the prospective direction.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP008172U JPH0667616U (en) | 1993-03-02 | 1993-03-02 | Brickwork structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP008172U JPH0667616U (en) | 1993-03-02 | 1993-03-02 | Brickwork structure |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0667616U true JPH0667616U (en) | 1994-09-22 |
Family
ID=18528406
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP008172U Pending JPH0667616U (en) | 1993-03-02 | 1993-03-02 | Brickwork structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0667616U (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5436767A (en) * | 1977-07-13 | 1979-03-17 | Seiko Epson Corp | Watch requiring no correction of month end |
-
1993
- 1993-03-02 JP JP008172U patent/JPH0667616U/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5436767A (en) * | 1977-07-13 | 1979-03-17 | Seiko Epson Corp | Watch requiring no correction of month end |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 19960416 |