JPH044921B2 - - Google Patents
Info
- Publication number
- JPH044921B2 JPH044921B2 JP16261183A JP16261183A JPH044921B2 JP H044921 B2 JPH044921 B2 JP H044921B2 JP 16261183 A JP16261183 A JP 16261183A JP 16261183 A JP16261183 A JP 16261183A JP H044921 B2 JPH044921 B2 JP H044921B2
- Authority
- JP
- Japan
- Prior art keywords
- cutting
- blade
- jig
- plate
- concrete
- 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
- 238000005520 cutting process Methods 0.000 claims description 94
- 239000004567 concrete Substances 0.000 claims description 20
- 238000000034 method Methods 0.000 claims description 7
- 238000005452 bending Methods 0.000 claims description 2
- 239000007787 solid Substances 0.000 claims description 2
- 238000009415 formwork Methods 0.000 description 18
- 230000003014 reinforcing effect Effects 0.000 description 8
- 230000007547 defect Effects 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 6
- 239000006082 mold release agent Substances 0.000 description 6
- 239000002994 raw material Substances 0.000 description 6
- 239000002002 slurry Substances 0.000 description 6
- 239000003795 chemical substances by application Substances 0.000 description 4
- 239000011381 foam concrete Substances 0.000 description 4
- 230000000630 rising effect Effects 0.000 description 4
- 239000011248 coating agent Substances 0.000 description 3
- 238000000576 coating method Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 238000005192 partition Methods 0.000 description 3
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 2
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 239000002480 mineral oil Substances 0.000 description 2
- 235000010446 mineral oil Nutrition 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 229920000535 Tan II Polymers 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000000292 calcium oxide Substances 0.000 description 1
- 235000012255 calcium oxide Nutrition 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 239000004088 foaming agent Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000003921 oil Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
Description
【発明の詳細な説明】
本発明は、軽量発泡コンクリート大型版及びプ
リキヤストコンクリート版等の平打成型製造方式
における、半凝固状コンクリート版の切断方法に
関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for cutting semi-solidified concrete slabs in a flat casting production method for large lightweight foam concrete slabs, pre-cast concrete slabs, etc.
一般に、軽量発泡コンクリートにおける版巾
600m/m以上の大型版や、通常のプリキヤスト
版は型枠内に鉄筋、金網等の補強筋を型枠底面に
対して水平に配置し、モルタル等の原料スラリー
を注入成型する平打成型方式であり、半硬化状態
に達した後に、蒸気養生等を行う事により製造を
行つている。 In general, the width of the plate in lightweight foam concrete
Large plates of 600m/m or more and regular pre-cast plates are made using a flat casting method in which reinforcing bars such as reinforcing bars and wire mesh are placed horizontally to the bottom of the formwork, and raw material slurry such as mortar is injected into the formwork. After reaching a semi-cured state, it is manufactured by steam curing, etc.
従来、版長、版巾が底板より小さい版を製造す
る場合、1型枠で2版以上を製造する場合、平面
形状が、矩形以外の版を製造する場合等において
は、型枠内に仕切板を巾方向、長さ方向等や版間
に設置する事により成型している。尚、軽量気泡
コンクリートにおいては、硬化後も容易に切断出
来る為、硬化後切断するという方法でも製造して
いる。 Conventionally, when manufacturing plates whose length and width are smaller than the bottom plate, when manufacturing two or more plates with one formwork, when manufacturing plates with a planar shape other than rectangular, partitions are used in the formwork. It is formed by placing plates in the width direction, length direction, etc., and between the plates. In addition, since lightweight cellular concrete can be easily cut even after hardening, it is also manufactured by cutting after hardening.
又、矩形やその他の形状の開口部を備えた版の
製造においては、型枠内に開口部の形状をした仕
切り(通常、開口治具と呼ぶ)を配置した後に注
入を行い、原料スラリーを遮断する事により製造
している。しかしいずれの場合も、次の欠点を有
していた。 In addition, when manufacturing plates with rectangular or other shaped openings, injection is performed after placing a partition in the shape of the opening (usually called an opening jig) in the mold, and the raw material slurry is poured into the mold. Manufactured by blocking. However, both cases had the following drawbacks.
(1) 配置及び固定作業に極めて手間がかかる。(1) Placement and fixing work is extremely time-consuming.
(2) 型枠1台毎に、各種仕切板、開口治具を備え
なければならない。(2) Each formwork must be equipped with various partition plates and opening jigs.
故に本発明は、以上の問題の解決に取り組み、
窯業その他多くの可塑材加工の産業においては、
一般的でありながらコンクリート版製造の分野で
は、未凝固コンクリートの脆い、付着しやすいと
いう特性より、切断面に(1)欠損を生じやすい、(2)
切断面が平滑にならないという問題を有し、実用
化されていなかつた板状刃による切断法の開発に
取り組み、刃の移動方向、未凝固コンクリートの
硬度、刃厚、刃の移動速度等をかえて実験を行つ
た結果、ある特定の条件下であれば前述の問題を
生じる事なく、充分実用に耐える事を、鋭意研究
の結果見出したものである。 Therefore, the present invention seeks to solve the above problems,
In ceramics and many other industries that process plastic materials,
Although it is common, in the field of concrete slab manufacturing, due to the brittle and easy-to-adhere characteristics of unsolidified concrete, (1) it is easy to cause defects on the cut surface; (2)
We worked on developing a cutting method using a plate-shaped blade, which had not been put to practical use due to the problem that the cut surface was not smooth, and changed the direction of blade movement, hardness of unsolidified concrete, blade thickness, blade movement speed, etc. As a result of extensive research, we have found that under certain specific conditions, the above-mentioned problem does not occur and it can be put to practical use.
図面に基ずいて詳しく説明すると、切断する場
合は第1図に示す様に型枠板1上の未凝固コンク
リート2が所定の硬度になつた際、所定の刃厚の
板状刃3を所定の速度で真直に水平刃を降下、上
昇させる事により版の切断を行うものである。
又、開口部を切り抜く場合は第2図に示す様に、
開口部と同じ形に折り曲げた切り抜き刃8を用い
て、前記の切断と同様な方法で切り抜きを行うも
のである。 To explain in detail based on the drawings, when cutting, as shown in FIG. The plate is cut by lowering and raising the horizontal blade straight at a speed of .
Also, when cutting out the opening, as shown in Figure 2,
Cutting is performed in the same manner as the cutting described above using a cutting blade 8 bent in the same shape as the opening.
次に、刃の移動法、刃厚、切断速度等の切断条
件について説明する。 Next, cutting conditions such as the blade movement method, blade thickness, and cutting speed will be explained.
(1) 刃の移動方法
刃の移動方向としては、板状刃の刃先を版面に
対して平行にし、切断方向に対して真直に降下上
昇させる。刃先が平行でない場合は、付着が生じ
やすいし、真直な降下上昇でない場合は、上昇さ
せる際、切断面の上部及び側面に欠損が発生す
る。(1) How to move the blade The direction of the blade movement is to make the cutting edge of the plate-shaped blade parallel to the plate surface, and lower and raise it straight to the cutting direction. If the cutting edge is not parallel, adhesion is likely to occur, and if the cutting edge is not straight down and up, chips will occur at the top and side of the cut surface when it is raised.
(2) 未凝固コンクリート硬度
硬度としては、直径20m/mの円筒を被切断物
に押しつけ、深さ35m/m迄、埋没させた際の抵
力で表わす測定法において、5〜30〔lb/in2〕の
範囲で切断を行う事が不可欠である。5〔lb/
in2〕以下では、付着性が高い為、刃厚、切断速
度に関係なく、切断後上昇させる際、欠損を生
じ、30〔lb/in2〕以上では、強度、脆性が高い
為、薄い刃厚では刃が変形し、厚い刃厚では切断
する際に切断面に欠損を生じる。(2) Hardness of unsolidified concrete Hardness is measured by the resistance when a cylinder with a diameter of 20 m/m is pressed against the object to be cut and buried to a depth of 35 m/m. It is essential to perform the cutting within the range of 2 . 5 [lb/
If the blade is below 30 [lb/in 2 ] , the adhesion will be high and the blade will break when raised after cutting, regardless of the blade thickness or cutting speed. If the blade is thick, the blade will deform, and if the blade is thick, it will cause defects on the cut surface when cutting.
(3) 刃厚
刃厚は切断硬度と密接な関係を持ち、刃厚の上
限は未凝固コンクリートの可塑性に支配され、下
限は刃の曲がり強度に支配される。従つて下限は
鋼製の刃物を用いた場合についての関係を第3図
に示す。図中斜線部が有効な範囲であり上限は実
線で表し、下限は破線で表している。従つて刃厚
としては、所定の切断硬度の範囲内において5
m/m以下の有効範囲内の刃を用いて切断を行う
べきである。尚、範囲内においては出来る限り、
薄い刃で切断する方が切断面の平滑度上は好まし
い。(3) Blade thickness Blade thickness has a close relationship with cutting hardness; the upper limit of blade thickness is controlled by the plasticity of unsolidified concrete, and the lower limit is controlled by the bending strength of the blade. Therefore, the relationship between the lower limit and the case where a steel cutter is used is shown in FIG. The shaded area in the figure is the valid range, with the upper limit shown by a solid line and the lower limit shown by a broken line. Therefore, the blade thickness should be 5 within the specified cutting hardness range.
Cutting should be done using a blade within the effective range of m/m or less. However, within the scope, as much as possible,
Cutting with a thin blade is preferable in terms of the smoothness of the cut surface.
(4) 刃の形状
刃の断面形状は、切断面の平滑度が重要である
場合は刃先以外の部分は平行になつている形状が
優れており、平滑度よりも切断精度が重要である
場合は、刃先以外の部分もテーパー状になつてい
る形状のものが優れており、必要に応じて、使い
分ける事が望ましい。(4) Blade shape Regarding the cross-sectional shape of the blade, if the smoothness of the cutting surface is important, it is better to have a shape in which the parts other than the cutting edge are parallel, and if cutting accuracy is more important than smoothness. It is best to have a tapered shape in areas other than the cutting edge, and it is desirable to use different types of blades as necessary.
尚、切断時の抵抗を少なくするには、種々の形
状の切欠きを設けた方が好ましい。但し、切欠き
の形、大きさ、数は、刃の強度及び平面度を充分
配慮して決めなければならない。 Note that in order to reduce the resistance during cutting, it is preferable to provide notches of various shapes. However, the shape, size, and number of notches must be determined with due consideration to the strength and flatness of the blade.
(5) 切断速度
(イ) 刃降下速度
次に切断する為、刃を降下させる速度としては
前記、切断硬度範囲及び刃厚範囲において200
mm/S以下とすべきである。これ以上の速度では
切断抵抗が大きくなり、切断面の剥離及び欠損を
生じる。例としては切断硬度20lb/in2刃厚4
m/mにおいて降下速度210mm/Sで切断した所、
切断面に厚さ1〜2m/mの剥離を生じた。(5) Cutting speed (a) Blade descending speed For the next cutting, the speed at which the blade descends is 200% in the cutting hardness range and blade thickness range as described above.
It should be less than mm/S. If the cutting speed is higher than this, the cutting resistance becomes large, resulting in peeling and chipping of the cut surface. For example, cutting hardness 20lb/in 2 blade thickness 4
When cut at a descending speed of 210 mm/s at m/m,
Peeling with a thickness of 1 to 2 m/m occurred on the cut surface.
(ロ) 刃上昇速度
又切断後、刃を上昇させる速度としては、200
mm/S以下で上昇させる必要がある。というの
は、これ以上の速度においては刃の表面にモルタ
ルの付着、吸着を生じ切断面に欠損を生じる。例
として、切断硬度30〔lb/in2〕、刃厚3mmにおい
て切断後210mm/Sで上昇させた所、切断面上部
に深さ40m/m、厚さ20m/mの欠損を生じた。(b) Blade rising speed After cutting, the speed at which the blade is raised is 200.
It is necessary to raise the temperature within mm/S. This is because, if the cutting speed is higher than this, mortar will adhere to or be adsorbed on the surface of the blade, causing defects on the cut surface. As an example, when a cutting hardness of 30 [lb/in 2 ] and a blade thickness of 3 mm were raised at 210 mm/S after cutting, a defect with a depth of 40 m/m and a thickness of 20 m/m was generated in the upper part of the cut surface.
以上、未凝固コンクリート版を板状刃で切断を
行う際の必須条件について述べて来たが、その外
に、欠損の発生防止、切断面の平滑度向上の為、
配慮した方が好ましい点について説明する。 Above, we have described the essential conditions when cutting unsolidified concrete slab with a plate-shaped blade, but in addition to that, in order to prevent the occurrence of chips and improve the smoothness of the cut surface,
Explain the points that should be considered.
(1) 刃の上昇角精度
刃を降下させ切断した後に上昇させる際、切断
面に対する角度差が2゜以上になると上昇させる
際、切断面上部に欠損を生じやすくなるという知
見が得られた。従つてこの点についても充分配慮
すべきである。(1) Accuracy of the rising angle of the blade It was found that when the blade is lowered, cut, and then raised, if the angle difference with respect to the cutting surface is 2 degrees or more, chips are likely to occur in the upper part of the cutting surface. Therefore, sufficient consideration should be given to this point.
(2) モルタル離型剤の塗布
板状刃の表面に一般にコンクリート離型剤と呼
ばれるコンクリートの物性及び外観をそこなわな
い油類を塗布する事により、切断面の平滑度が向
上するだけでなく、欠損防止にも有効という知見
が得られた。従つて切断に際しては出来るだけコ
ンクリート離型剤を塗布するのが好ましい。(2) Application of mortar release agent By applying an oil that does not impair the physical properties and appearance of concrete, generally called concrete release agent, to the surface of the plate-shaped blade, it not only improves the smoothness of the cut surface, but also improves the smoothness of the cut surface. We found that it is also effective in preventing defects. Therefore, it is preferable to apply as much concrete mold release agent as possible when cutting.
尚、本発明方法の実施に適用する切断装置につ
いて、図面に基いて詳しく説明する。人力で簡易
に切断する切断する為の切断治具及び開口部切抜
き治具として、切断の場合は第4図に示す切断治
具を適用する。本治具は刃厚5m/m以下の板状
刃3を第5図に示す様に補強及び平面度を保持す
る為のリブ4にボルト5締めにより固定してい
る。補強リブ4の張り出し部は、作業者が切断を
行う際の握り部になつている。板状刃は前述した
ように切断抵抗を下げたい場合には、図中破線で
示すように矩形その他の切り欠きを設ける場合も
ある。又、刃3の断面は、切断面の平滑度が重量
である場合には第6図1に示す様に刃先以外の部
分は平行な形状とし、切断精度が重要である場合
は第6図2に示す様な刃先以外の部分はテーパー
状になつている。従つて、必要に応じて取付用ボ
ルト5を外して板状刃3を交換出来るものであ
る。 In addition, the cutting device applied to implement the method of the present invention will be explained in detail based on the drawings. In the case of cutting, the cutting jig shown in FIG. 4 is used as a cutting jig for easy manual cutting and an opening cutting jig. In this jig, a plate-shaped blade 3 having a blade thickness of 5 m/m or less is fixed to a rib 4 for reinforcement and flatness by tightening bolts 5, as shown in FIG. The protruding portion of the reinforcing rib 4 serves as a grip for the operator to cut. As mentioned above, if the cutting resistance is desired to be lowered, the plate-shaped blade may be provided with a rectangular or other cutout as shown by the broken line in the figure. In addition, when the smoothness of the cut surface is important, the cross section of the blade 3 should be parallel as shown in Fig. 6 1, and when cutting accuracy is important, the cross section should be parallel as shown in Fig. 6 2. As shown in the figure, the parts other than the cutting edge are tapered. Therefore, the plate-like blade 3 can be replaced by removing the mounting bolt 5 if necessary.
次に本切断治具で切断を行う為の位置決め兼角
度保持治具を説明する。これは切断する際の位置
決めと、前述したように、刃を上昇させる際降下
させた時に比べて2゜以上の角度差があると欠損を
生じる為、それを防ぐ為の治具である。 Next, a positioning and angle holding jig for cutting with this cutting jig will be explained. This jig is used for positioning during cutting, and as mentioned above, if there is an angle difference of 2 degrees or more when the blade is raised compared to when it is lowered, it will cause chipping, so this is a jig to prevent this.
第8図に示す様に本治具は、型枠底板に固定す
る基板7とスリツトをなす側板6より成つてお
り、スリツトの巾は刃厚に版厚×tan2゜の値を加
えた値になつている。使い方は第8図に示す様に
切断位置の型枠底板上へセツトし、ジヤコ万等に
よ型枠底板と固定した後、板状刃3をスリツトの
間を通過させながら降下、上昇させる事により切
断を行うものである。又、開口部の切り抜きを行
う場合には第9図に示す開口部切り抜き治具を適
用する。本治具は前記の切断治具と同様な板状刃
を開口部と同じ形に折り曲げたもの8を補強リブ
9にボルト10締めで取り付けたものを、作業者
が切り欠きを行う際、支持する為の支持梁11に
ボルト12締めで固定したものである。従つて異
つた形状、寸法の開口部を切り抜く際はボルト1
2を外して異なる形状のものに交換出来るもので
ある。又、切断の時と同様に第10図に示すよう
な位置決め、角度保持治具12を用いて切り抜き
を行うものである。 As shown in Figure 8, this jig consists of a base plate 7 fixed to the bottom plate of the formwork and a side plate 6 forming a slit, and the width of the slit is equal to the blade thickness plus plate thickness x tan2°. It's summery. To use it, as shown in Figure 8, set it on the bottom plate of the formwork at the cutting position, fix it to the bottom plate of the formwork with a screwdriver, and then lower and raise the plate-shaped blade 3 while passing between the slits. The cutting is performed by Further, when cutting out the opening, an opening cutting jig shown in FIG. 9 is used. This jig is a plate-shaped blade similar to the cutting jig described above, bent into the same shape as the opening 8, attached to reinforcing ribs 9 with bolts 10, and is supported when the operator makes a notch. It is fixed to a support beam 11 by tightening bolts 12. Therefore, when cutting out openings of different shapes and dimensions, use bolt 1.
2 can be removed and replaced with one of a different shape. In addition, as in the case of cutting, the positioning and angle holding jig 12 as shown in FIG. 10 is used to perform cutting.
次に人力ではなく、半自動装置化したものにつ
いて説明する。第11図は切断する場合の半自動
装置であり、型枠底板1上に未凝固コンクリート
2を載せた型枠をレールの上で移動して所定の切
断位置が刃3の直下になる様にセツトし、装置フ
レーム13に取り付けた空気シリンダー等の自動
昇降装置15により切断を行うものである。又装
置本体フレーム13にスライド機構14を固定し
ている為精度よく、欠損を生じることなく切断出
来るという長所を有している。 Next, I will explain what is done using semi-automatic equipment rather than manual labor. Figure 11 shows a semi-automatic device for cutting, in which the formwork with unsolidified concrete 2 placed on the formwork bottom plate 1 is moved on rails and set so that the predetermined cutting position is directly below the blade 3. The cutting is then performed by an automatic lifting device 15 such as an air cylinder attached to the device frame 13. Furthermore, since the slide mechanism 14 is fixed to the main body frame 13 of the apparatus, it has the advantage that it can be cut with high accuracy and without causing damage.
又、コンクリート離型剤の塗布は、自動塗布機
構16により行う事が出来るものであり、本機構
は第12図にその断面を示す様に板状刃3の両面
に離型剤を含浸させたスポンジ又はフエルト18
等を支持リブ17により押しつける形式であり板
状刃3を降下させる時は刃の表面に離型剤を塗布
し、上昇させる際は刃3の表面に付着したコンク
リートを除去する役目を果すものである。 Further, the application of the concrete mold release agent can be performed by an automatic application mechanism 16, and this mechanism impregnates both sides of the plate-shaped blade 3 with the mold release agent, as shown in the cross section of FIG. 12. Sponge or felt18
etc. are pressed by support ribs 17, and when the plate-shaped blade 3 is lowered, a mold release agent is applied to the surface of the blade, and when it is raised, it serves to remove concrete attached to the surface of the blade 3. be.
第13図は開口部の切り抜きを行う半自動装置
であり、切断装置と同様の装置を2系列使用する
事により精度よく欠損を生ずる事なく切り抜きを
行う事が出来る装置であり、開口部形状に応じて
交換出来るものであり、切断装置用と同様の自動
塗布機構により行う事が出来るものである。又、
本装置により切断も行う事が出来る。尚、レール
上の型枠を移動して、位置決めするのではなく、
これらの装置自体を移動式とする型式でもよい。 Figure 13 shows a semi-automatic device for cutting out openings. By using two lines of equipment similar to the cutting device, it is possible to cut out with high precision and without causing damage, depending on the shape of the opening. It can be replaced using an automatic coating mechanism similar to that used for cutting equipment. or,
This device can also perform cutting. In addition, instead of moving and positioning the formwork on the rails,
These devices themselves may be of a mobile type.
〔実施例 1〕
人力で開口部の切り抜きを行つた例として粒径
300μm以下の硅石粉砕物、生石灰セメント等の
固形成分に水を70%加え、さらに発泡剤を微量加
えたコンクリート原料スラリーを調製した。その
原料スラリーを開口版用鉄筋を水平に配置した巾
1800m/m、長さ4200m/m、深さ200m/mの
型枠に注入した。原料スラリーが発泡し硬度が15
〔lb/in2〕になつた際、切断位置決め兼降下上昇
角度保持治具を型枠底板にボルトで固定した。そ
して開口部と同形に長さ1200m/m×巾600m/
mの矩形に折り曲げた、刃巾250m/m、刃厚3
mm、平面度2m/mの開口部用切断治具の刃の表
面に粘度300cpの鉱油性コンクリート離型剤を塗
布した。そして、その開口部切断治具を型枠の左
右より各1名の作業者により、前記位置決め治具
により、位置及び角度を調整して約2秒で下方に
押して切断を行い、約2秒をかけて切断治具を上
昇させた。[Example 1] As an example of manually cutting out the opening, the particle size
A concrete raw material slurry was prepared by adding 70% water to solid components such as crushed silica stone of 300 μm or less and quicklime cement, and further adding a small amount of a foaming agent. The raw material slurry is spread over the width of the reinforcing bars for the opening plate placed horizontally.
It was poured into a formwork of 1800 m/m, length 4200 m/m, and depth 200 m/m. The raw material slurry foams and has a hardness of 15
When it reached [lb/in 2 ], the cutting positioning/lowering/rising angle holding jig was fixed to the bottom plate of the formwork with bolts. And the same shape as the opening, length 1200m/m x width 600m/
Bent into a rectangle of m, blade width 250m/m, blade thickness 3
A mineral oil-based concrete mold release agent with a viscosity of 300 cp was applied to the surface of the blade of a cutting jig for openings with a flatness of 2 m/m. The opening cutting jig is then pushed downward in about 2 seconds by one worker on each side of the formwork, adjusting the position and angle using the positioning jig, and cutting is performed in about 2 seconds. Then the cutting jig was raised.
この製品を養生後、版の切断面の状態を測定し
た所、欠損の発生は全くなく、平面度2mmと良好
であり、又、平滑度も層状波目のピツチが5m/
m、深さ1m/mと外観上及び精度上ほとんど問
題にならないという好結果が得られた。 After curing this product, we measured the condition of the cut surface of the plate and found that there were no defects at all, and the flatness was good at 2 mm.
Good results were obtained with a depth of 1 m/m and no problems in terms of appearance or accuracy.
〔実施例 2〕
動力による装置を用いて版間の切断を行つた例
として実施例1と同一の組成の軽量発泡コンクリ
ートの原料スラリーを調製した。そして巾1800
m/m、長さ4200m/m、深さ200m/mの車輪
付移動型枠内に版長1600m/m、及び2600m/m
の鉄筋を各々配置した後、注入を行つた。その
後、発泡が完了し半硬化状態になつた際、型枠側
板を脱型した。そして硬度が15〔lb/in2〕になつ
た時、門型固定式切断装置下にレール上の型枠を
移動させ2時間に刃が来るように型枠の位置決め
を行つた。そして刃長1800m/m、刃巾250m/
m、刃厚2m/m、平面度2m/mの切断刃を上
下昇降ガイドを備えた空気シリンダー駆動機構に
おいて刃の表面に含浸性フエツトに粘度300cpの
鉱油性コンクリート離型剤を塗布しながら、降下
速度200mm/Sで降下させ切断を行い、その後、
上昇速度200mm/Sで上昇させた。この製品を実
施例1と同様に、養生後切断面の状態を測定した
所、欠損の発生は全くなく、平面度は1m/mと
極めて良好であつた。又平滑度は全く層状波目が
発生しないという極めて好結果が得られた。[Example 2] As an example of cutting between plates using a power-driven device, a raw material slurry for lightweight foamed concrete having the same composition as in Example 1 was prepared. and width 1800
m/m, length 4200m/m, depth 200m/m in a wheeled mobile formwork with plate length 1600m/m and 2600m/m
After placing each reinforcing bar, the injection was carried out. Thereafter, when the foaming was completed and a semi-cured state was obtained, the side plates of the form were removed from the mold. When the hardness reached 15 [lb/in 2 ], the formwork on the rail was moved under the gate-type fixed cutting device, and the formwork was positioned so that the blade would come within 2 hours. And blade length 1800m/m, blade width 250m/
A cutting blade with a blade thickness of 2 m/m and a flatness of 2 m/m was cut using an air cylinder drive mechanism equipped with a vertical lifting guide while applying a mineral oil-based concrete mold release agent with a viscosity of 300 cp to an impregnated fett on the surface of the blade. Descend at a descending speed of 200 mm/s to perform cutting, then
It was raised at a rising speed of 200mm/s. When the condition of the cut surface of this product after curing was measured in the same manner as in Example 1, there was no occurrence of defects and the flatness was extremely good at 1 m/m. In addition, very good results were obtained regarding the smoothness, with no lamellar undulations occurring at all.
第1図は切断刃を未凝固コンクリートに矢印方
向に切断する状態を示す斜視図、第2図は切り抜
きを示す同様の斜視図である。第3図は切断硬度
と刃厚の関係線図で、斜線はその適用範囲を示
す。第4図は切断治具の斜視図、第5図はその断
面図、第6図1,2は切断刃の断面形状の例を示
す。第7図は切断刃位置決め治具の斜視図、第8
図は同治具の適用を示す斜視図、第9図は切り抜
き治具の斜視図、第10図は同治具の適用を示す
斜視図、第11図は半自動切断装置の斜視図、第
12図は離型剤塗布装置の側面図、第13図は半
自動開口部切断装置の斜視図である。
1は型枠底板、2は未凝固コンクリート、3は
切断用刃、4は補強リブ、5は締付け用ボルト、
6は切断位置決力作板、7は切断位置決基板、8
は切り抜き刃、9は補強リブ、10は締付けボル
ト、11は支持梁、12は切り抜き位置決治具、
13は装置フレーム、14はスライド機構、15
は自動昇降装置、16は自動塗布機構、17は含
浸材支持リブ、18は離型剤含浸材、19は自動
塗布機構。
FIG. 1 is a perspective view showing a cutting blade cutting unsolidified concrete in the direction of the arrow, and FIG. 2 is a similar perspective view showing a cutout. Figure 3 is a diagram showing the relationship between cutting hardness and blade thickness, and the diagonal lines indicate the applicable range. FIG. 4 is a perspective view of the cutting jig, FIG. 5 is a sectional view thereof, and FIGS. 6 1 and 2 show examples of the cross-sectional shape of the cutting blade. Figure 7 is a perspective view of the cutting blade positioning jig;
The figure is a perspective view showing the application of the jig, Fig. 9 is a perspective view of the cutting jig, Fig. 10 is a perspective view showing the application of the jig, Fig. 11 is a perspective view of the semi-automatic cutting device, and Fig. 12 is a perspective view of the cutting jig. FIG. 13 is a side view of the release agent application device and a perspective view of the semi-automatic opening cutting device. 1 is a formwork bottom plate, 2 is unsolidified concrete, 3 is a cutting blade, 4 is a reinforcing rib, 5 is a tightening bolt,
6 is a cutting position determining board, 7 is a cutting position determining board, 8
is a cutout blade, 9 is a reinforcing rib, 10 is a tightening bolt, 11 is a support beam, 12 is a cutout positioning jig,
13 is a device frame, 14 is a slide mechanism, 15
16 is an automatic lifting device, 16 is an automatic coating mechanism, 17 is an impregnated material supporting rib, 18 is a release agent impregnated material, and 19 is an automatic coating mechanism.
Claims (1)
版を、刃厚0.5〜5m/mの板状刃を用いて、版
の上面より下面の方向に200mm/S以下の速度で、
真直に水平刃を下降上昇させる事により版の切断
及びまたは版の開口部と同じ形状に、板状刃を折
り曲げて切り抜きを行う事を特徴とする半凝固状
コンクリート版の切断方法1. An unsolidified concrete slab with a hardness of 5 to 30 lb/in 2 is processed using a plate-shaped blade with a blade thickness of 0.5 to 5 m/m from the top surface to the bottom surface at a speed of 200 mm/s or less.
A method for cutting a semi-solid concrete slab, characterized by cutting the slab by lowering and raising a horizontal blade straight, and/or cutting out by bending a plate-shaped blade into the same shape as the opening of the slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16261183A JPS6054810A (en) | 1983-09-06 | 1983-09-06 | Method of cutting semi-solidified concrete block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16261183A JPS6054810A (en) | 1983-09-06 | 1983-09-06 | Method of cutting semi-solidified concrete block |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6054810A JPS6054810A (en) | 1985-03-29 |
| JPH044921B2 true JPH044921B2 (en) | 1992-01-29 |
Family
ID=15757885
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16261183A Granted JPS6054810A (en) | 1983-09-06 | 1983-09-06 | Method of cutting semi-solidified concrete block |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6054810A (en) |
-
1983
- 1983-09-06 JP JP16261183A patent/JPS6054810A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6054810A (en) | 1985-03-29 |
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