JPS62202171A - Novel construction method for spraying mortar or concrete - Google Patents
Novel construction method for spraying mortar or concreteInfo
- Publication number
- JPS62202171A JPS62202171A JP61045023A JP4502386A JPS62202171A JP S62202171 A JPS62202171 A JP S62202171A JP 61045023 A JP61045023 A JP 61045023A JP 4502386 A JP4502386 A JP 4502386A JP S62202171 A JPS62202171 A JP S62202171A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- mortar
- sand
- cement
- water
- 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
- 239000004567 concrete Substances 0.000 title claims description 33
- 239000004570 mortar (masonry) Substances 0.000 title claims description 33
- 238000005507 spraying Methods 0.000 title claims description 17
- 238000010276 construction Methods 0.000 title description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 37
- 239000004576 sand Substances 0.000 claims description 34
- 239000004568 cement Substances 0.000 claims description 29
- 239000000203 mixture Substances 0.000 claims description 8
- 239000007788 liquid Substances 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 5
- 239000007921 spray Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 239000000126 substance Substances 0.000 description 3
- 238000007796 conventional method Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000008187 granular material Substances 0.000 description 2
- 230000003993 interaction Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000002844 melting Methods 0.000 description 2
- 230000008018 melting Effects 0.000 description 2
- 239000000843 powder Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 239000000155 melt Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000009736 wetting Methods 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
産業上の利用分野
本発明は、土木工事でできたカット面、荒廃した山腹裸
地といった法面或いはトンネル掘削の際の壁面などを防
護するためとか、ピル、橋梁を建設するためなどにモル
タル又はコンクリートの打設法として多用されているモ
ルタル又はコンクリートの吹付工法に関し、強度が犬で
現行のものよりも数倍高い品質のモルタル又はコンクリ
ートを高能率で打設できる新規な吹付工法に係る。[Detailed Description of the Invention] Industrial Fields of Use The present invention is useful for protecting cut surfaces resulting from civil engineering work, slopes such as bare areas on desolate mountainsides, walls during tunnel excavation, and for protecting pillars and bridges. Regarding the mortar or concrete spraying method, which is often used for placing mortar or concrete in construction projects, we have developed a new method that can efficiently cast mortar or concrete with strength several times higher than the current method. Related to spraying method.
従来技術
モルタル又はコンクリートの吹付工法としては従来、砂
又は砂と砂利にセメントと水を混合したものを輸送ホー
ス経由で所定箇所に吹付ける湿式吹付法と、砂又は砂と
砂利にセメントを混合したものを輸送ホース経由で所定
箇所に吹付け、その際にその噴射ノズルの先端部で水を
噴霧状に噴出させてその吹付物と混和させるようにする
乾式吹付法が行われている。Conventional techniques The conventional methods for spraying mortar or concrete include the wet spraying method, in which sand or a mixture of sand and gravel with cement and water is sprayed onto a predetermined location via a transport hose, and the wet spraying method, in which cement is mixed with sand or sand and gravel. A dry spraying method is used in which a material is sprayed onto a predetermined location via a transportation hose, and water is ejected in the form of a spray from the tip of the spray nozzle to mix with the sprayed material.
発明が解決しようとする問題点
しかし、特にその湿式吹付法のように水を混合したもの
をホース経由で輸送しようとすると、輸送を容易にすべ
く混合物中の水分比率がどうしても犬きくなりがちで、
結果として打設されたモルタルとかコンクリートの硬化
後の強度が低下したり、硬化後の収縮、ひび割れ現象が
起き易いといった欠点がある。Problems to be Solved by the Invention However, especially when trying to transport a mixture of water via a hose as in the wet spraying method, the water ratio in the mixture tends to be too high in order to facilitate transport. ,
As a result, there are drawbacks such as a decrease in the strength of the cast mortar or concrete after hardening, and a tendency to shrink and crack after hardening.
またその乾式吹付法では噴霧状にして混和すべき水量を
調節してモルタル又はコンクリート中の水分比率を低下
させることが可能であるが、骨材として現実に使用する
砂にセメントを混じたときにその砂中に自然に含まれる
水でセメントが湿潤して粘土状の塑性物質を形成し、輸
送用のホースを詰らせたりホース内径を細くしたりして
順調な吹付作業が行い難いという難点がある。In addition, in the dry spraying method, it is possible to reduce the moisture ratio in mortar or concrete by adjusting the amount of water to be mixed in the form of a spray, but when cement is mixed with sand that is actually used as aggregate, The problem is that the water naturally contained in the sand wets the cement and forms a clay-like plastic substance, which can clog transportation hoses or reduce the inner diameter of the hose, making it difficult to perform smooth spraying operations. There is.
本発明は、そのようなモルタル又はコンクリートの吹付
作業における欠点、難点を一挙に解決して硬化後の強度
が犬で品質のよいモルタル又はコンクリートを作業能率
よく打設できるようにすることを目的とする。The purpose of the present invention is to solve all of the drawbacks and difficulties in the mortar or concrete spraying work, and to make it possible to efficiently cast mortar or concrete with high quality after hardening. do.
問題点を解決するための手段及び作用
本発明は、セメントと、含水分を氷結させた砂、又はそ
の砂を含む骨材、との混合物をモルタル又はコンクリー
トとして吹付けることを特徴とするモルタル又はコンク
リートの吹付工法である。Means and operation for solving the problems The present invention provides a mortar or concrete characterized in that a mixture of cement and sand with frozen water content or aggregate containing the sand is sprayed as mortar or concrete. This is a concrete spraying method.
一般にモルタルとかコンクリートの骨材に用いられる砂
には山砂、川砂、海砂の如何を問わず、10〜20チ程
度の水分が含まれていることが普通である。従って現行
通常のモルタル又はコンクリート用のセメントと骨材の
配合割合からすれば、セメントと砂との混合が充分に均
質且つ緊密に行えるようになるときには、別設に水を添
加しなくてもその砂中に含まれる水分によってセメント
糊の生成に要する水/セメント比は充足できるのであり
、また一方でその場合の水/セメント比が現行通常のモ
ルタル又はコンクリートにおける水/セメント比に較べ
て一段と小になることから硬化後の圧a強度が太きいな
どの高品質のモルタル又はコンクリートが得られる筈で
ある。In general, sand used as aggregate for mortar or concrete, regardless of whether it is mountain sand, river sand, or sea sand, usually contains about 10 to 20 inches of water. Therefore, considering the current mixing ratio of cement and aggregate for ordinary mortar or concrete, if the mixing of cement and sand can be done sufficiently homogeneously and intimately, it will be possible to do so without adding water separately. The water contained in the sand can satisfy the water/cement ratio required for the production of cement paste, and on the other hand, the water/cement ratio in this case is much smaller than that in current ordinary mortar or concrete. Therefore, high quality mortar or concrete with high pressure a strength after curing should be obtained.
本発明はそのような事情に着目しつつなされたものであ
り、前述のごとく本発明では適宜の冷凍機などを介して
骨材として使用する砂の中に含まれる水分を氷結させた
うえでその砂とセメントを混合する方法を採るのである
から、砂、水及びセメント間の混合は液体水が関与する
ことのない、固体の粉粒体同土間の混合作業となって均
質且つ緊密な混合が可能となるのであり、また砂中の液
体水とセメントの相互作用による粘土状の塑性物質の発
生がなくなり、輸送用のホースとか器具を詰らせるよう
な事故をなくして順調な吹付作業を遂行できるようにな
るのである。The present invention has been made with attention to such circumstances, and as mentioned above, in the present invention, the water contained in the sand used as aggregate is frozen using an appropriate refrigerator or the like, and then the water is frozen. Since the method of mixing sand and cement is adopted, the mixing of sand, water and cement is a process of mixing solid powder and granules with soil without the involvement of liquid water, resulting in homogeneous and intimate mixing. This also eliminates the generation of clay-like plastic substances due to the interaction between liquid water in the sand and cement, allowing for smooth spraying operations without accidents such as clogging transportation hoses and equipment. You will be able to do it.
更に、吹付は打設されたモルタル又はコンクリートは氷
結した砂中含水分が自然に融解するにつれて周囲のセメ
ント分に作用してセメント糊を生成し、時間の経過と共
にそのモルタル又はコンクリートは完全硬化に至るので
あるが、そのモルタル又はコンクリート中でセメント糊
を構成すべき水分景はもともと砂中に包含された水分に
略限定されることから、七メン、トと骨材の配合割合が
現行通常のものである範囲では、水/セメント比が現行
のモルタル又はコンクリートの場合に較べて格段に小と
なり、硬化後の圧縮強度が甚だ大きなモルタル又はコン
クリートが得られるようになると共に、乾燥後に収縮し
たりひび割れしたりするといった好ましくない現象が生
じ難いモルタル又はコンクリートが得られるようになる
のである。Furthermore, as the water content in the frozen sand naturally melts in the mortar or concrete that has been poured, it acts on the surrounding cement to produce cement paste, and over time, the mortar or concrete hardens completely. However, since the water content that makes up the cement glue in the mortar or concrete is essentially limited to the water contained in the sand, the mixing ratio of 70%, 70% and aggregate is not the same as the current standard. In the range where the water/cement ratio is much lower than that of current mortar or concrete, mortar or concrete with extremely high compressive strength after hardening can be obtained, and it will not shrink after drying. This makes it possible to obtain mortar or concrete that is less prone to undesirable phenomena such as cracking.
なお、乾燥し過ぎた砂などの場合のように砂中の含水分
が少なすぎてセメント糊生成用水分が不足するときには
、砂中含水分を氷結させるに際して砂に撒水したりなど
して砂中含水分を予め適宜増量させておく手段が採られ
てよいことは勿論である。In addition, when the water content in the sand is too low and there is insufficient water for cement paste production, such as in the case of sand that is too dry, water may be sprinkled on the sand to freeze the water content in the sand. Of course, it is also possible to take measures to appropriately increase the moisture content in advance.
実施例1
含水分が10〜20%の山砂を冷凍してその含水分を氷
結させたのち、現行通常の吹付モルタルの砂、セメント
の配合比に従ってその砂にセメントを配合し、均質に混
合することによってさらさらした粉粒体状のモルタルが
得られる。そしてそのモルタルを加圧空気を介して輸送
ホース経由で山腹カット法面へ吹付けてその法面に適宜
厚さ堆積させ、養生させることによシ、氷結した砂中含
水分の自然の融解による周囲のセメント分との作用でセ
メント糊が形成され、次いで時間の経過につれてそのモ
ルタル全体の硬化に至るのである。Example 1 Mountain sand with a water content of 10 to 20% is frozen to freeze the water content, and then cement is mixed with the sand according to the sand and cement ratio of current normal spray mortar, and mixed homogeneously. By doing so, a free-flowing powder-like mortar is obtained. Then, the mortar is sprayed onto the mountainside cut slope via a transportation hose using pressurized air, deposited on the slope to an appropriate thickness, and allowed to cure, resulting in natural melting of the water content in the frozen sand. A cement paste is formed by the interaction with the surrounding cement, and then, over time, the entire mortar hardens.
実施例2
コンクリート
現行通常の吹付mの配合比に従って配
合された砂利と、含水分が10〜20%の砂との混合物
を冷凍して砂中含水分を氷結させたのコンクリート
ち、その現行通常の吹付上−念±の配合比に従ってセメ
ントをその混合物に配合し、均質に混合することによっ
て粉粒体状のコンクリートが得られる。そしてその粉粒
体状コンクIJ −トを加圧空気を介して輸送ホース経
由でビル建設の床版等の構成用に吹付、打設し、のち養
生させることにより、砂中氷結含水分の自然融解及びそ
れに続く周囲のセメント分との反応を介してそのコンク
リート全体を硬化させるのである。Example 2 Concrete A mixture of gravel mixed according to the current normal spray m ratio and sand with a water content of 10 to 20% is frozen to freeze the water content in the sand. During spraying, cement is added to the mixture according to a predetermined mixing ratio and mixed homogeneously to obtain granular concrete. Then, the granular concrete IJ-t is sprayed and poured via a transport hose using pressurized air to form floor slabs for building construction, and is then allowed to cure, thereby reducing the amount of water that freezes in the sand. The entire concrete is hardened through melting and subsequent reaction with the surrounding cement.
発明の効果
以上に述べたところからも明らかなように、本発明のモ
ルタル又はコンクIJ−トの吹付工法は、
イ、砂が自然状態で含む水分をセメント糊を作るのに用
いるのであるから、モルタル又はコンクリートの混合、
製造に水の添加を不必要とし、作業場の整理整頓が図り
易い、
口、モルタル又はコンクリートの混合、製造は液体水の
存在が無くて粉体、粒体同土間の混合となるので各成分
間の均質且つ緊密な混合が容易となり、高品質のモルタ
ル又はコンクIJ−トが得られる、
ハ、モルタル又はコンクリートの製造に際して液体水の
存在が無いのであるから、セメント分の液体水による湿
潤作用が無く、従って粘土状の塑性物質の生成が無くな
って輸送用のホースその他の器具内での詰りなどのトラ
ブルが少くなり、遠い所とか高い所まで輸送が容易にな
ると共に長時間に亘って順調な吹付作業が可能になる、
二、水/セメント比を小さく維持できるので、強度が大
きく且つ硬化後に収縮やひび割れすることの少いモルタ
ル又はコンフリートラ得ることができる、
といったようにモルタル又はコンクリートの打設技術上
顕著に有用な効果を奏する。Effects of the Invention As is clear from the above description, the mortar or concrete IJ-spraying method of the present invention has the following advantages: (1) Moisture contained in sand in its natural state is used to make cement paste; mixing mortar or concrete;
There is no need to add water during production, making it easy to keep the workplace tidy. Mixing and manufacturing of mortar or concrete does not require the presence of liquid water and the powder and granules are mixed together on the same soil, so there is no need to mix between each component. This makes it easy to homogeneously and intimately mix the cement, making it possible to obtain high-quality mortar or concrete. C. Since there is no liquid water during the production of mortar or concrete, the wetting action of the liquid water in the cement is Therefore, the formation of clay-like plastic substances is eliminated, reducing problems such as clogging in transportation hoses and other equipment, making it easier to transport to distant or high places, and ensuring smooth transportation over long periods of time. 2. Since the water/cement ratio can be kept small, it is possible to obtain mortar or comfleet that has high strength and is less likely to shrink or crack after hardening. It has a significantly useful effect in terms of pouring technology.
Claims (1)
む骨材、との混合物をモルタル又はコンクリートとして
吹付けることを特徴とするモルタル又はコンクリートの
吹付工法1. A mortar or concrete spraying method characterized by spraying a mixture of cement and sand with frozen water content, or aggregate containing the sand, as mortar or concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP61045023A JPS62202171A (en) | 1986-02-28 | 1986-02-28 | Novel construction method for spraying mortar or concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP61045023A JPS62202171A (en) | 1986-02-28 | 1986-02-28 | Novel construction method for spraying mortar or concrete |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS62202171A true JPS62202171A (en) | 1987-09-05 |
Family
ID=12707735
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP61045023A Pending JPS62202171A (en) | 1986-02-28 | 1986-02-28 | Novel construction method for spraying mortar or concrete |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS62202171A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011202445A (en) * | 2010-03-26 | 2011-10-13 | Nishimatsu Constr Co Ltd | Method for spraying and spraying work |
-
1986
- 1986-02-28 JP JP61045023A patent/JPS62202171A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011202445A (en) * | 2010-03-26 | 2011-10-13 | Nishimatsu Constr Co Ltd | Method for spraying and spraying work |
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