JPH0321725A - Direct concrete placing slope protection method using concrete pump - Google Patents
Direct concrete placing slope protection method using concrete pumpInfo
- Publication number
- JPH0321725A JPH0321725A JP11174190A JP11174190A JPH0321725A JP H0321725 A JPH0321725 A JP H0321725A JP 11174190 A JP11174190 A JP 11174190A JP 11174190 A JP11174190 A JP 11174190A JP H0321725 A JPH0321725 A JP H0321725A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- pipe
- slope
- pipe forms
- forms
- 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
- 238000000034 method Methods 0.000 title claims description 5
- 238000009415 formwork Methods 0.000 claims description 13
- 239000000463 material Substances 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 3
- 239000013049 sediment Substances 0.000 abstract 1
- 239000002184 metal Substances 0.000 description 5
- 241000270295 Serpentes Species 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 1
- 230000002528 anti-freeze Effects 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 239000003086 colorant Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明は、コンクリートポンプ打設用の圧送パイプそ
のものを型枠、構造体とするものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention uses a pressure pipe for placing a concrete pump itself as a formwork or structure.
(従来の技術)
従来の法面上留工法は、既製コンクリートブロックをク
レーンを使って据付けるか、現場で型枠を組み立てて、
コンクリートを打設する。(Conventional technology) The conventional slope top construction method involves installing prefabricated concrete blocks using a crane or assembling formwork on site.
Place concrete.
(発明が解決しようとする課題)
急斜面での現場作業が多い為、天候に左右され、能率も
悪く、危険率も高く、露出しているため風化され易く、
構造物としての寿命が短く、又凍結防止養生費もかかり
、コンクリート色が自然と調和しない等、数々の欠点が
あった。(Problems to be solved by the invention) Since there is a lot of on-site work on steep slopes, it is affected by the weather, efficiency is low, the danger rate is high, and because it is exposed, it is easily weathered.
It had a number of drawbacks, such as its short lifespan as a structure, the cost of antifreeze curing, and the color of the concrete which did not harmonize with nature.
この発明は、これらの欠点を除くために発明されたもの
である。This invention was invented to eliminate these drawbacks.
(課題を解決するための手段)
この発明は、引張に対して強くしたパイプ型枠の中にコ
ンクリートポンプに依り、コンクリートを圧送充填して
硬化を待ち、そのパイプ型枠と共に注而抑え構造体を形
成し、山の傾斜法面の、土砂の崩落を防ぐ役割を果させ
るものである。(Means for Solving the Problems) This invention uses a concrete pump to pump and fill concrete into a pipe form made strong against tension, waits for it to harden, and creates a pour-retaining structure together with the pipe form. It forms a ridge and plays a role in preventing the collapse of earth and sand on the mountain slope.
(実施例) この発明を図ついて説明する。(Example) This invention will be explained with illustrations.
第1図は、本案の大木型の断面図である。FIG. 1 is a sectional view of the large wooden mold of the present invention.
縦パイブ型枠1、横パイプ型枠2、支持パイプ型枠3は
一体である。山の傾斜面に孔5を掘り、支持バイブ型枠
3を揮人し、コンクリート4を上記バイブ型枠1,2.
3に充填する。The vertical pipe form 1, the horizontal pipe form 2, and the support pipe form 3 are integrated. A hole 5 is dug in the slope of the mountain, the supporting vibe formwork 3 is poured, and the concrete 4 is poured into the above-mentioned vibe formworks 1, 2.
Fill to 3.
第2図は、本案の大木型の完成立面図である。Figure 2 is a completed elevational view of the proposed large wooden mold.
まず、山の傾斜面に測り出しをする。次に支持部分の孔
を掘る。叶の部分にあたる樅パイプ型枠1、技部分にあ
たる横パイプ型枠2を平而的に布設する。First, measure the slope of the mountain. Next, dig a hole for the support part. The fir pipe form 1, which corresponds to the leaf part, and the horizontal pipe form 2, which corresponds to the technique part, are laid in a casual manner.
次に、下方に突起している支持パイプ型枠3を先に掘っ
た孔に挿入する。以上で準備完了し、コンクリートポン
プ車に依りコンクリートを下から圧送する。十分すみず
みまで行き渡るように充填する。この作業を縦パイプ型
枠の数だけ繰返し行い、静かに放置し、自然硬化を待ち
完戊である。Next, the support pipe form 3 projecting downward is inserted into the previously dug hole. With the above preparations complete, concrete will be pumped from below using a concrete pump truck. Fill it so that it reaches every corner. This process is repeated as many times as there are vertical pipe forms, left to stand quietly, and allowed to harden naturally.
第3図は、本案の大蛇型の完成立面図である。Figure 3 is a completed elevational view of the serpent-shaped structure of this project.
まず、パイプ型枠1をお互いに一点で接触する形で布設
する。次に、支持金具7を山の傾斜面に打込み、両方の
バイブ型枠1を支持金具7の頭部の止金具にて緊結する
。これで準備完了し、第2図の説明と同じ方法で作業を
完成する。First, the pipe forms 1 are laid so that they are in contact with each other at one point. Next, the support metal fitting 7 is driven into the slope of the mountain, and both of the vibe formworks 1 are fastened together using the fasteners on the head of the support metal fitting 7. The preparation is now complete and the work is completed in the same manner as described in Figure 2.
第4図は、本案の大蛇型の断面図である。FIG. 4 is a sectional view of the serpent type of the present invention.
支持金具7を山の傾斜面に打込み頭部の金具にてパイプ
型枠を緊結する。コンクリート4を充填して完成する。The support fitting 7 is driven into the slope of the mountain, and the pipe formwork is tightened using the metal fitting on the head. Fill with concrete 4 and complete.
パイプ型枠の材料は、プラスチック、金属、布、ナイロ
ン等材質は問わない。なお、充填材はコンクリートに限
らず、モルタル、プラスチック、セラミック等材質は問
わない。The material of the pipe formwork does not matter, such as plastic, metal, cloth, nylon, etc. Note that the filling material is not limited to concrete, and may be of any material such as mortar, plastic, or ceramic.
(発明の効果)
以上のようにコンクリートポンプに依る直接打設法止工
法で、山の傾斜面で施工すれば、現場作業が楽になり、
危険も少なくなり、コストも安くなる。コンクリートも
パイプ型枠に保護され風化されず、半永久的に土留の役
目を果すことができる。また自然と調和する形、色も容
易につくり出せる。(Effects of the invention) As described above, if construction is performed on the slope of a mountain using the direct pouring method using a concrete pump, on-site work will be easier.
It's less dangerous and costs less. The concrete is also protected by the pipe formwork and does not weather, allowing it to serve as a semi-permanent earth retainer. It is also easy to create shapes and colors that harmonize with nature.
第1図は本案の大木型の断面図である。
1・・・縦パイブ型枠
2・・・横パイプ型枠
3・・・支持パイプ型枠
4・・・コンクリート
5・・・山の傾斜面に掘った孔
第2図は本案の大木型の完成立面図である。
1・・・幹の部分
2・・・枝の部分
3・・・地中に突立って支持する部分
6・・・枝の部分同志をつなぐステンレス丸鋼第3図は
本案の大蛇型の完成立面図である。
1・・・胴体の部分
7・・・支持金具
第4図は本案の大蛇型の断面図である。
1・・・パイプ型枠、
4・・・コンクリート
7・・・支持金具
図 面
以 上Figure 1 is a sectional view of the large wooden mold of the present invention. 1...Vertical pipe formwork 2...Horizontal pipe formwork 3...Support pipe formwork 4...Concrete 5...Drawing 2 shows the hole dug into the slope of the mountain. This is a completed elevation view. 1... Trunk part 2... Branch part 3... Part that stands out from the ground for support 6... Branch part Figure 3 shows the completion of the large snake shape of this project. It is an elevational view. 1...Body portion 7...Supporting metal fittings Figure 4 is a sectional view of the serpent-shaped structure of the present invention. 1...Pipe formwork, 4...Concrete 7...Supporting fittings drawings and above
Claims (1)
して、コンクリートを充填して法面押え構造体とする法
止工法。This method uses the pressure pipe for concrete pump placement as a formwork and fills it with concrete to create a slope holding structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11174190A JPH0321725A (en) | 1990-05-01 | 1990-05-01 | Direct concrete placing slope protection method using concrete pump |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11174190A JPH0321725A (en) | 1990-05-01 | 1990-05-01 | Direct concrete placing slope protection method using concrete pump |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0321725A true JPH0321725A (en) | 1991-01-30 |
Family
ID=14569011
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11174190A Pending JPH0321725A (en) | 1990-05-01 | 1990-05-01 | Direct concrete placing slope protection method using concrete pump |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0321725A (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS56122424A (en) * | 1980-03-01 | 1981-09-25 | Kiyoshi Yamamoto | Construction of reinforced concrete structure and fabric formwork therefor |
-
1990
- 1990-05-01 JP JP11174190A patent/JPH0321725A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS56122424A (en) * | 1980-03-01 | 1981-09-25 | Kiyoshi Yamamoto | Construction of reinforced concrete structure and fabric formwork therefor |
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