JPH0141791Y2 - - Google Patents

Info

Publication number
JPH0141791Y2
JPH0141791Y2 JP11760884U JP11760884U JPH0141791Y2 JP H0141791 Y2 JPH0141791 Y2 JP H0141791Y2 JP 11760884 U JP11760884 U JP 11760884U JP 11760884 U JP11760884 U JP 11760884U JP H0141791 Y2 JPH0141791 Y2 JP H0141791Y2
Authority
JP
Japan
Prior art keywords
piece
piece block
reinforced concrete
block
steel bar
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP11760884U
Other languages
Japanese (ja)
Other versions
JPS6135954U (en
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 filed Critical
Priority to JP11760884U priority Critical patent/JPS6135954U/en
Publication of JPS6135954U publication Critical patent/JPS6135954U/en
Application granted granted Critical
Publication of JPH0141791Y2 publication Critical patent/JPH0141791Y2/ja
Granted legal-status Critical Current

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  • Retaining Walls (AREA)

Description

【考案の詳細な説明】 産業上の利用分野 この考案はプレキヤスト鉄筋コンクリート製の
桁ブロツクを用いた井桁組構造物に嵌込む駒ブロ
ツクに関する。
[Detailed description of the invention] Industrial field of application This invention relates to a piece block that is fitted into a parallel girder structure using girder blocks made of precast reinforced concrete.

従来技術 第5図に示すごとく、プレキヤスト鉄筋コンク
リート製の桁ブロツク1はブロツク接合個所に駒
ブロツク2を嵌込み、横方向、上下方向に連結、
井桁状に積上げ、その接合個所の積上げ方向に連
通する透孔3に棒鋼4を挿通して固定し井桁組構
造物を構成している。このようにして高く積上げ
内部に石材等を詰込んでなつた井桁組擁壁は接合
個所に大きな応力が作用する。第6,7図は接合
個所の縦断面図であつて、挿通した棒鋼4周囲の
接合個所に上下方向に大きな荷重が作用する。ま
た、この構造物は地山法面に沿う擁壁等としてや
や傾けて構築する場合が多く、接合個所には斜の
大きな剪断力も作用する。このために、比較的に
形が小さく、受圧面積が小さい駒ブロツクには密
度高く応力が作用して破損の原因となつた。
Prior Art As shown in Fig. 5, girder blocks 1 made of precast reinforced concrete are connected laterally and vertically by inserting piece blocks 2 into the block joints.
They are piled up in a cross-shaped structure, and a steel bar 4 is inserted and fixed through a through hole 3 that communicates in the stacking direction at the joint portion, thereby forming a parallel cross-shaped structure. In this way, a retaining wall made of double-sided retaining walls built up high and filled with stones and the like is subject to large stress at the joints. FIGS. 6 and 7 are longitudinal cross-sectional views of the joints, and a large load is applied in the vertical direction to the joints around the inserted steel bar 4. Furthermore, this structure is often constructed at a slight inclination as a retaining wall along the slope of a mountain, and large shearing forces of the inclination also act on the joints. For this reason, a high density of stress acts on the piece block, which is relatively small in shape and has a small pressure-receiving area, causing breakage.

考案の目的 この考案は上記事情に鑑みなされたものであ
る。その目的は、強度、特に耐圧縮強度が大であ
り、高強度の井桁組構造物を構築することができ
る駒ブロツクを提案するにある。
Purpose of the invention This invention was created in view of the above circumstances. The purpose is to propose a piece block that has high strength, especially compressive strength, and can be used to construct a high-strength cross-shaped structure.

考案の構成 以下図示する実施例により説明する。Structure of the idea This will be explained below with reference to the embodiments shown in the drawings.

第1図a,bにおいて、駒ブロツク2は本体部
が略直方体形をなし、片表面中央部に嵌合突起
5、他表面の対向する2辺に2つの係止突起6,
6があり、嵌合突起5の中央を貫通して棒鋼を挿
通する透孔3が穿設してある。この駒ブロツク2
は第2図a,bのごとく配筋されている。すなわ
ち、透孔3の周りには透孔と略同芯で嵌合突起5
の高さまで伸びた螺旋状筋7、この螺旋状筋を中
心にしてその両側に本体部の辺に平行な2条の平
行筋8,8、および辺に略45゜の角度で傾いた2
条2組の斜筋9,9、ならびに本体部の辺に沿
い、かつ係止突起6,6に折曲して伸びた周囲筋
10が配筋してある。
In FIGS. 1a and 1b, the main body of the piece block 2 has a substantially rectangular parallelepiped shape, with a fitting protrusion 5 at the center of one surface, and two locking protrusions 6 on two opposing sides of the other surface.
6, and a through hole 3 is bored through the center of the fitting protrusion 5 to insert the steel bar. This piece block 2
The reinforcement is arranged as shown in Fig. 2a and b. That is, a fitting protrusion 5 is provided around the through hole 3 approximately concentrically with the through hole.
A spiral muscle 7 extending to a height of
Two sets of diagonal reinforcements 9, 9 and peripheral reinforcements 10 extending along the sides of the main body and bent around the locking protrusions 6, 6 are arranged.

第3,4図も実施例の駒ブロツクである。 Figures 3 and 4 also show piece blocks of the embodiment.

この駒ブロツクは第1,2図のものに比べ本体
部が一方向に長く、片表面に2つの嵌合突起5,
5があり、嵌合突起5の中央を貫通して透孔3,
3が穿設してある。この駒ブロツクも前記ブロツ
クと同様に2つの透孔3,3の周りに螺旋状筋
7,7、2条の平行筋8,8、螺旋状筋7,7を
それぞれ中心とする2条2組の斜筋9,9ならび
に周囲筋10が配筋してある。
This piece block has a main body that is longer in one direction than the ones in Figures 1 and 2, and has two fitting protrusions 5 on one surface.
5, which passes through the center of the fitting protrusion 5 and has a through hole 3,
3 is drilled. Similar to the previous block, this piece block also has spiral stripes 7, 7 around the two through holes 3, 3, two parallel bars 8, 8, and two sets of two strips each centered on the spiral strips 7, 7. Oblique muscles 9, 9 and surrounding muscles 10 are arranged.

作用・効果 この駒ブロツクは以上の構成である。この駒ブ
ロツクは棒鋼を挿通する透孔を中心とした接合個
所に大きな応力が作用するが、透孔の周りにはほ
ぼ同芯の螺旋状筋が配筋してあるので強度が高
い。特に圧縮力に対して抵抗力が大で破損しがた
い。また、実施例のように斜筋を配筋すると斜方
向の剪断応力に対しても極めて大きな抵抗力を付
与することができる。
Function/Effect This piece block has the above structure. Although this piece block is subject to large stress at the joints centered around the through-hole through which the steel bar is inserted, it has high strength because nearly concentric spiral reinforcements are arranged around the through-hole. In particular, it has high resistance to compressive force and is difficult to break. Further, by arranging diagonal reinforcement as in the embodiment, it is possible to provide extremely large resistance against shear stress in the diagonal direction.

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

第1図a,b、第3図a,bはそれぞれ実施例
の駒ブロツクの側面図および平面図、第2図a,
b、第4図a,bはそれぞれ第1図、第3図の駒
ブロツクの配筋を示す−方向矢視図および平
面図、第5図は桁ブロツクを駒ブロツクを用い井
桁状に積上げ組立てる状態の斜視図、第6,7図
は第5図の−断面図およびこれに直角方向の
断面図である。 1…桁ブロツク、2…駒ブロツク、3…透孔、
4…棒鋼、5…嵌合突起、6…係止突起、7…螺
旋状筋、8…平行筋、9…斜筋、10…周囲筋。
Fig. 1 a, b and Fig. 3 a, b are a side view and a plan view of the piece block of the embodiment, Fig. 2 a, b, respectively.
b, Figures 4a and b show the reinforcement of the piece blocks in Figures 1 and 3, respectively - a directional view and a plan view, and Figure 5 shows how the girder blocks are stacked and assembled in a parallel grid using piece blocks. The perspective view of the state, FIGS. 6 and 7, is a sectional view taken along the line shown in FIG. 5 and a sectional view taken in a direction perpendicular thereto. 1...digit block, 2...piece block, 3...through hole,
4... Steel bar, 5... Fitting projection, 6... Locking projection, 7... Spiral muscle, 8... Parallel muscle, 9... Oblique muscle, 10... Surrounding muscle.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] プレキヤスト鉄筋コンクリート製の桁ブロツク
を井桁状に積上げ接合個所に積上げ方向に棒鋼を
挿通固定した井桁組構造物の接合個所に嵌込まれ
るプレキヤスト鉄筋コンクリート製の駒ブロツク
において、駒ブロツクの棒鋼挿通孔の周りには挿
通孔とほぼ同芯の螺旋状筋が配してあることを特
徴とする駒ブロツク。
In a bridge block made of precast reinforced concrete that is fitted into a joint of a double girder structure in which girder blocks made of precast reinforced concrete are stacked in a parallel grid shape and a steel bar is inserted and fixed in the stacking direction at the joint, is a piece block characterized by a spiral strip that is almost concentric with the insertion hole.
JP11760884U 1984-07-31 1984-07-31 piece block Granted JPS6135954U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11760884U JPS6135954U (en) 1984-07-31 1984-07-31 piece block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11760884U JPS6135954U (en) 1984-07-31 1984-07-31 piece block

Publications (2)

Publication Number Publication Date
JPS6135954U JPS6135954U (en) 1986-03-05
JPH0141791Y2 true JPH0141791Y2 (en) 1989-12-08

Family

ID=30676513

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11760884U Granted JPS6135954U (en) 1984-07-31 1984-07-31 piece block

Country Status (1)

Country Link
JP (1) JPS6135954U (en)

Also Published As

Publication number Publication date
JPS6135954U (en) 1986-03-05

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