JPS5950810B2 - Laying method for block-shaped blocks - Google Patents
Laying method for block-shaped blocksInfo
- Publication number
- JPS5950810B2 JPS5950810B2 JP10011879A JP10011879A JPS5950810B2 JP S5950810 B2 JPS5950810 B2 JP S5950810B2 JP 10011879 A JP10011879 A JP 10011879A JP 10011879 A JP10011879 A JP 10011879A JP S5950810 B2 JPS5950810 B2 JP S5950810B2
- Authority
- JP
- Japan
- Prior art keywords
- block
- shaped blocks
- laying method
- shaped block
- construction method
- 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
Links
- 238000000034 method Methods 0.000 title description 2
- 238000010276 construction Methods 0.000 claims description 9
- 230000000087 stabilizing effect Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000012141 concentrate Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000002542 deteriorative effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【発明の詳細な説明】
この発明工法は、多数のリングを連結形成した安定部材
を軟弱地盤に予め配置して埋め、次で該安定部材の各リ
ングにコマ型ブロックの軸脚を嵌挿して布設し、布設ブ
ロックが受ける荷重に対し、コマ型ブロックの反力を総
合結集して一段と強力に発揮し布設ブロックの安定度を
一層病めることを目的としたもので゛ある。[Detailed Description of the Invention] This invention method involves placing and burying a stable member in which a number of rings are connected in advance in soft ground, and then inserting a pivot leg of a frame-shaped block into each ring of the stable member. The purpose of this is to collectively concentrate the reaction force of the top-shaped block against the load that the laying block receives when laying the cable, and to exert it even more powerfully, thereby further deteriorating the stability of the laying block.
即ち実施例を図面について説明するに、１はリング、２
はこれを連結する支持杆、この連結手段は第２図に示す
ように縦横十字に支持杆２にて連結するか或いはまた第
４図に示すように支持杆２を文科様に連結して何れも一
体の安定部材Ｓとしたものである。That is, to explain the embodiment with reference to the drawings, 1 is a ring, 2 is
is a support rod that connects these, and this connection means can be connected by the support rods 2 in a vertical and horizontal cross pattern as shown in Figure 2, or by connecting the support rods 2 in a pattern as shown in Figure 4. is also an integral stabilizing member S.
そこで該安定部材Ｓを軟弱地盤ｇに配置して埋め、次で
該部材Ｓの各リング１にコマ型ブロックｂの円錐胴体３
の下部中心に一体に成型された軸脚４を嵌挿して布設す
るものである。Therefore, the stable member S is placed and buried in the soft ground g, and then the conical body 3 of the top-shaped block b is placed in each ring 1 of the member S.
An integrally molded shaft leg 4 is fitted into the center of the lower part of the pipe.
尤も軟弱地盤ｇの地質によってはこれに対応して２段以
上の布設を必要とする場合もあるので、かかるときは、
たとえば第２図仮線に示すようにコマ型ブロックｂ′の
軸脚４′が第１段の布設の中央に配されるようにせば２
段目以上は安定部材Ｓを必要としないのである。However, depending on the geology of the soft ground, it may be necessary to install two or more layers of cables, so in such cases,
For example, if the pivot leg 4' of the top-shaped block b' is arranged in the center of the first stage of laying as shown by the phantom lines in Figure 2,
The stabilizing member S is not required for the stages above.
以上のようにこの工法は、軟弱地盤ｇにコマ型ブロック
ｂを布設または埋戻し埋設するに当り前記のような形成
の安定部材Ｓを予め埋設してその安定部材Ｓの各リング
１にブロックｂの軸脚４を嵌挿するのであるから、この
嵌挿によって軸脚４の動揺或いは傾きが一切阻止されブ
ロックｂを整然と均斉するに到るので布設作業を比較的
容易計画的に遂行して能率を上げ得るに止まらず、常に
平衡を保持して安定を図り得る効果がある。As described above, in this construction method, when laying or back-burying the block b in the soft ground g, a stable member S having the above-mentioned structure is buried in advance, and each ring 1 of the stable member S is filled with the block b. This inserting prevents any movement or inclination of the pivot leg 4, and the block b is evenly balanced, making the installation process relatively easy and efficient. It has the effect of not only increasing the amount of energy, but also maintaining balance and stability at all times.
しかも各ブロックｂが受ける荷重に対し、円錐状胴体３
の特性が摩擦抵抗および反力を全体的に結集総合して一
段と強力に発揮するもののようで、布設ブロック団を著
しく安定する効果がある。Moreover, for the load that each block b receives, the conical body 3
It seems that this property brings together frictional resistance and reaction force as a whole, making it even more powerful, and has the effect of significantly stabilizing the laid block group.
従って、たとえば仮設工事における物資搬入路の仮設等
にこの工法を使用せば、纏で取外して繰返し使用に供給
し得るもの丈に特段の経済利益を奏効する。Therefore, if this construction method is used, for example, for the temporary construction of material access roads during temporary construction work, it will bring about a particular economic benefit in terms of the length of the materials that can be removed and supplied for repeated use.
又仮りに軟弱地盤に限らず道路造成にこの工法を使用し
て埋戻し埋設を図れば地震による地割は効果的に回避す
ることもできるし、凡ての湿地帯にこの工法を使用する
に到れば、狭隘な国土だけに、方にユニークにして活用
の上に天与の発明で゛さえある。Furthermore, if this construction method is used not only in soft ground but also for road construction and backfilling, ground cracking caused by earthquakes can be effectively avoided, and this construction method can be used in all wetlands. Given the limited land area of this country, this is a unique and useful invention, and even a divine invention.
添附図面は本発明工法の実施例を示すものにして第１図
はその一部切截正面図、第２図はＡ−Ａ横断面図、第３
図は布設状態を示した地盤等の断面図、第４図は同上平
面図である。The attached drawings show an embodiment of the construction method of the present invention, and Fig. 1 is a partially cutaway front view, Fig. 2 is a cross-sectional view taken along line A-A, and Fig.
The figure is a sectional view of the ground etc. showing the installation state, and FIG. 4 is a plan view of the same.
Claims (1)
文科間隔により連結して安定部材を一体に形成し、該安
定部材を主として軟弱地盤に予め配置して埋めると共に
、該部材の各リングにコマ型ブロックの軸脚を嵌挿して
布設することを特徴とするコマ型ブロックの布設工法。1 A stable member is integrally formed by connecting several rings at predetermined vertical and horizontal intervals or cultural intervals using support rods, and the stable member is placed and buried mainly in soft ground in advance, and each ring of the member is A construction method for installing a block-shaped block, which is characterized in that the shaft legs of the block-shaped block are inserted and laid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10011879A JPS5950810B2 (en) | 1979-08-06 | 1979-08-06 | Laying method for block-shaped blocks |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10011879A JPS5950810B2 (en) | 1979-08-06 | 1979-08-06 | Laying method for block-shaped blocks |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5625516A JPS5625516A (en) | 1981-03-11 |
| JPS5950810B2 true JPS5950810B2 (en) | 1984-12-11 |
Family
ID=14265429
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10011879A Expired JPS5950810B2 (en) | 1979-08-06 | 1979-08-06 | Laying method for block-shaped blocks |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5950810B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61119803U (en) * | 1985-01-16 | 1986-07-29 | ||
| KR20200021722A (en) * | 2018-08-21 | 2020-03-02 | 엘지전자 주식회사 | Air Conditioner |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200454905Y1 (en) | 2009-11-04 | 2011-08-03 | 한국팽이건설 주식회사 | Top pile |
-
1979
- 1979-08-06 JP JP10011879A patent/JPS5950810B2/en not_active Expired
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61119803U (en) * | 1985-01-16 | 1986-07-29 | ||
| KR20200021722A (en) * | 2018-08-21 | 2020-03-02 | 엘지전자 주식회사 | Air Conditioner |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5625516A (en) | 1981-03-11 |
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