JPH0244965Y2 - - Google Patents
Info
- Publication number
- JPH0244965Y2 JPH0244965Y2 JP9829086U JP9829086U JPH0244965Y2 JP H0244965 Y2 JPH0244965 Y2 JP H0244965Y2 JP 9829086 U JP9829086 U JP 9829086U JP 9829086 U JP9829086 U JP 9829086U JP H0244965 Y2 JPH0244965 Y2 JP H0244965Y2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- forming
- center post
- plate
- frames
- 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
- 238000000465 moulding Methods 0.000 claims description 12
- 238000009415 formwork Methods 0.000 description 14
- 238000010276 construction Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 102100027340 Slit homolog 2 protein Human genes 0.000 description 1
- 101710133576 Slit homolog 2 protein Proteins 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
Description
【考案の詳細な説明】
−産業上の利用分野−
この考案は、段地法面を保護する擁壁を構築す
るのに使用されるブロツク成形用型枠に関し、特
に法面の角部に使用されるコーナブロツク成形用
の型枠に関するものである。[Detailed description of the invention] - Industrial application field - This invention relates to formwork for block forming used to construct retaining walls to protect terrace slopes, and is particularly applicable to the corners of slopes. This invention relates to a mold for forming corner blocks.
−従来の技術−
第7図に示すような傾斜した前面板29を有す
るL形コンクリートブロツク30を用いて段地の
法面を保護する擁壁を構築することは広く行われ
ている所であるが、このようなL形のコンクリー
トブロツク30を用いて擁壁を構築する際、法面
の角部をどう処理するかが問題となる。従来は第
8図に示すように、角部に臨むL形ブロツク30
の突き合わせ部31を角部のコーナ角に合わせて
斜めに切断し、両切断面32を突き合わせて連結
することにより擁壁の角部を構築していた。-Prior art- It is widely practiced to construct a retaining wall to protect the slope of a terrace using an L-shaped concrete block 30 having an inclined front plate 29 as shown in FIG. However, when constructing a retaining wall using such L-shaped concrete blocks 30, a problem arises as to how to handle the corners of the slope. Conventionally, as shown in FIG. 8, an L-shaped block 30 facing the corner was used.
The corner portion of the retaining wall was constructed by cutting the abutting portion 31 diagonally to match the corner angle of the corner portion, and abutting and connecting both cut surfaces 32.
−考案が解決しようとする問題点−
しかし、このような方法ではブロツク相互の突
き合わせ部31を強固に連結することは困難であ
り、段地の角部は特に土圧が大きく作用するにか
かわらず、構築された擁壁の角部が最も強度的に
弱く、耐久性にも問題があるという矛盾があつ
た。-Problems to be solved by the invention- However, with this method, it is difficult to firmly connect the abutting parts 31 of the blocks, and the corners of the terraces are particularly susceptible to large earth pressures. However, there was a contradiction in that the corners of the constructed retaining walls were the weakest in strength, and there were also problems with durability.
また、この問題を解決するには、角部に臨むブ
ロツク30を一体に成形すればよい訳であるが、
擁壁にはその高さおよびブロツクの肉厚の異なる
各種のものがある上、段地の角部のコーナ角αも
区々であるから、実際に角部のブロツクを一体に
成形しようとすると、対象となる角部毎に専用の
型枠を製作する必要があり、木製の簡易な型枠で
成形することも実際に行われているが、工事期間
が長期となつたり施工費が増大するという問題が
あつた。 Also, in order to solve this problem, it would be sufficient to mold the block 30 facing the corner into one piece.
There are various types of retaining walls with different heights and wall thicknesses, and the corner angle α of the corner of the terrace also varies, so if you actually try to mold the corner blocks into one piece, , it is necessary to manufacture a special formwork for each corner, and forming with a simple wooden formwork is actually done, but the construction period becomes long and the construction cost increases. There was a problem.
この考案は上記問題を解決するためになされた
もので、法面を保護する擁壁の角部に使用される
一体のコンクリートブロツクを成形するための型
枠を提供することを目的としている。 This invention was made to solve the above problem, and its purpose is to provide a formwork for forming an integral concrete block to be used at the corner of a retaining wall that protects a slope.
−問題点を解決するための手段−
以下、図面に付した符号を用いて説明すると、
本考案の型枠は、基台1にセンタポスト2を立設
し、該センタポスト2回りに回動且つ固定自在に
2個の内面成形枠3を配設し、更に、枠板19を
有する外面成形枠4を内面成形枠3のそれぞれと
所定の間隔を隔てて基台上に固定可能に配設した
ものであり、この2個の外面成形枠相互間に形成
されるスリツト26に連結部材5,5a,5bを
嵌着すると共に各内面成形枠の端部3bにL形の
小口板6を固定し、蓋板7を2個の内面成形枠を
覆うように架設し、該蓋板7はセンタポスト2と
対向して立設される端板8を設けたものである。-Means for solving the problem- The following will be explained using the symbols attached to the drawings.
The formwork of the present invention has a center post 2 erected on a base 1, two inner forming frames 3 rotatably and fixedly arranged around the center post 2, and further has a frame plate 19. An outer forming frame 4 is fixedly arranged on a base at a predetermined distance from each of the inner forming frames 3, and a connecting member is inserted into a slit 26 formed between the two outer forming frames. 5, 5a, and 5b, an L-shaped edge plate 6 is fixed to the end 3b of each inner forming frame, and a cover plate 7 is constructed to cover the two inner forming frames. This is provided with an end plate 8 that stands upright facing the center post 2.
−作用−
外面成形枠4、特に傾斜した枠板19を有する
外面成形枠4は、その開き角を変更すると、両成
形枠4間に形成されるスリツト26の形状が変化
する。そこで、成形されるブロツク25のコーナ
角αの変更は、内面成形枠3のセンタポスト2回
りの回動とこれに対向する外面成形枠4の開き角
の変更並びにこの開き角に対応する連結部材5,
5a,5bを差し替えることによつて行われる。
成形されるブロツクの高さHと肉厚Dの変更は、
小口板6および端板8の交換並びに内面成形枠と
外面成形枠との間に介装される底枠15および水
抜き孔成形用の中子杆16の交換により行われ
る。-Function- When the opening angle of the outer forming frame 4, especially the outer forming frame 4 having the inclined frame plate 19, is changed, the shape of the slit 26 formed between the two forming frames 4 changes. Therefore, changing the corner angle α of the block 25 to be molded involves rotating the inner forming frame 3 around the center post 2, changing the opening angle of the outer forming frame 4 opposing this, and connecting members corresponding to this opening angle. 5,
This is done by replacing 5a and 5b.
Changing the height H and wall thickness D of the molded block is as follows:
This is done by replacing the edge plate 6 and the end plate 8, as well as replacing the bottom frame 15 and the core rod 16 for forming the drain hole, which are interposed between the inner and outer molding frames.
−実施例−
第1図および第2図は本考案に係る型枠の一実
施例を示す図で、第1図は蓋板7およびこれと一
体の端板8を離隔して示した斜視図、第2図は一
方の小口板6を取り除いて示した側面図である。
第1,2図中、1は型枠の基台、2は基台1に立
設された円筒状のセンタポスト、3は内面成形
枠、4は上方に拡がるように傾斜した枠板19を
有する外面成形枠、5は連結部材、6はL形の小
口板、7は蓋板、8は蓋板7を屈曲させて一体に
成形した端板である。-Example- Fig. 1 and Fig. 2 are views showing an embodiment of the formwork according to the present invention, and Fig. 1 is a perspective view showing a cover plate 7 and an end plate 8 integrated therewith separated from each other. , FIG. 2 is a side view with one edge plate 6 removed.
In Figures 1 and 2, 1 is the base of the formwork, 2 is the cylindrical center post erected on the base 1, 3 is the inner forming frame, and 4 is the frame plate 19 tilted so as to expand upward. 5 is a connecting member, 6 is an L-shaped edge plate, 7 is a cover plate, and 8 is an end plate integrally formed by bending the cover plate 7.
内面成形枠3は、一端3aにセンタポスト2の
周面に密着する円筒状凹部が形成され、該部分に
設けた周方向の長孔9に挿通されたボルト10で
センタポスト2に固定される。外面成形枠4は、
その両成形枠4間に形成される楔形のスリツト2
6に嵌装された連結部材5によつて相互に連結さ
れている。基台1の上面には多数のボルト孔が設
けられており、内面成形枠3および外面成形枠4
は、第3図に示すような固定具11を用いてボル
ト12によりその脚部分13,14を挾着するこ
とにより基台1上に載置固定される。内面成形枠
3と外面成形枠4との間には、第2図に示すよう
な底枠15および水抜き孔成形用の中子杆16が
貫通ボルト17により固定されており、該底枠1
5および中子杆16により内面成形枠の枠板18
と外面成形枠の枠板19との間隔が規定されてい
る。 The inner forming frame 3 has a cylindrical recess formed at one end 3a that closely contacts the circumferential surface of the center post 2, and is fixed to the center post 2 with a bolt 10 inserted into a circumferential long hole 9 provided in the recess. . The outer molding frame 4 is
A wedge-shaped slit 2 formed between both forming frames 4
They are mutually connected by a connecting member 5 fitted into the connecting member 6. A large number of bolt holes are provided on the upper surface of the base 1, and an inner molding frame 3 and an outer molding frame 4 are provided.
is mounted and fixed on the base 1 by clamping its leg portions 13 and 14 with bolts 12 using a fixture 11 as shown in FIG. Between the inner molding frame 3 and the outer molding frame 4, a bottom frame 15 and a core rod 16 for forming drain holes as shown in FIG. 2 are fixed by through bolts 17.
5 and the core rod 16 form the frame plate 18 of the inner forming frame.
and the frame plate 19 of the outer surface forming frame is defined.
該間隔は、成形されるL形ブロツク(第4図参
照)の立壁部の肉厚Dを規定するものであり、成
形されるブロツクの高さHは底枠15の高さによ
つて規定される。 This interval defines the wall thickness D of the vertical wall portion of the L-shaped block to be molded (see FIG. 4), and the height H of the molded block is determined by the height of the bottom frame 15. Ru.
小口板6は、成形されるブロツクの断面形状に
応じた形状を有しており、内面成形枠の端部3b
にボルト等によつて固定されている。蓋板7は、
五角形状の板材で、その頂部にセンタポストの頂
端面取り部20に密着する円錐端21を有してお
り、その底部が上方に屈曲されて端板8が一体に
形成されている。この蓋板7は、円錐端21をセ
ンタポスト2に、端板8の両端8aを小口板6に
それぞれ密着させた状態で内面成形枠3間の開放
部23を覆うように該成形枠3間に載置固定され
る。 The edge plate 6 has a shape that corresponds to the cross-sectional shape of the block to be molded, and the edge plate 6 has a shape that corresponds to the cross-sectional shape of the block to be molded.
It is fixed with bolts etc. The cover plate 7 is
It is a pentagonal plate material, and has a conical end 21 at the top thereof that comes into close contact with the top chamfered part 20 of the center post, and the bottom part thereof is bent upward to form an end plate 8 integrally. This cover plate 7 is arranged between the forming frames 3 so as to cover the open part 23 between the inner forming frames 3 with the conical end 21 in close contact with the center post 2 and both ends 8a of the end plate 8 in close contact with the edge plate 6. It is placed and fixed on.
センタポスト2、底枠15、内面成形枠3、外
面成形枠4、連結部材5、小口板6、蓋板7およ
び端板8により断面L形で平面略L形の空所24
が形成されるから、該空所に型枠上方よりコンク
リートを流し込んでブロツクを成形する。成形さ
れたブロツク25の形状を第4図に示す。ここで
aはセンタポスト2により成形された面、bは底
枠15により成形された面、cは内面成形枠3に
より成形された面、dは外面成形枠4により成形
された面、eは連結部材5によつて成形された
面、fは小口板6により成形された面、gは蓋板
7により成形された面、hは端板8により成形さ
れた面、iは中子杆16により成形された水抜き
孔である。 The center post 2, the bottom frame 15, the inner molded frame 3, the outer molded frame 4, the connecting member 5, the edge plate 6, the cover plate 7, and the end plate 8 form a space 24 that is L-shaped in cross section and approximately L-shaped in plan.
After this is formed, concrete is poured into the void from above the formwork to form the block. The shape of the molded block 25 is shown in FIG. Here, a is the surface formed by the center post 2, b is the surface formed by the bottom frame 15, c is the surface formed by the inner forming frame 3, d is the surface formed by the outer forming frame 4, and e is the surface formed by the outer forming frame 4. f is a surface formed by the connecting member 5, f is a surface formed by the edge plate 6, g is a surface formed by the cover plate 7, h is a surface formed by the end plate 8, and i is a surface formed by the core rod 16. This is a drainage hole formed by.
第5図は第1図示の状態からセンタポスト2回
りに内面成形枠3を回動させ、且つ、それに応じ
て外面成形枠4の開き角をも狭くしたものであ
り、図の説明上、内面成形枠3および基台1を省
略してある。傾斜した枠板19を有する外面成形
枠4は、その開き角を変更すると、該成形枠相互
間のスリツト26の形状も変化する。従つて、変
化した形状に応じた連結部材5aに変更してや
り、新たに外面成形枠4相互を連結する。 In Fig. 5, the inner forming frame 3 is rotated around the center post 2 from the state shown in Fig. 1, and the opening angle of the outer forming frame 4 is also narrowed accordingly. The molding frame 3 and base 1 are omitted. When the opening angle of the outer forming frame 4 having the inclined frame plate 19 is changed, the shape of the slit 26 between the forming frames also changes. Therefore, the connecting member 5a is changed to correspond to the changed shape, and the outer forming frames 4 are newly connected to each other.
第6図は連結部材の他の例を示したもので、ブ
ロツクのコーナ角αを小さくするとその先端の稜
部が破損し易くなるので、予め面取り部27を有
する連結部材5bで外面形成枠4を連結するよう
にしたものである。 FIG. 6 shows another example of the connecting member. If the corner angle α of the block is made smaller, the ridge at the tip becomes more likely to be damaged. It is designed to connect.
−考案の効果−
以上のように、本考案の型枠によれば、コーナ
角の異なる擁壁のコーナブロツクを同一の型枠で
簡単に一体に成形できるばかりでなく、断面形状
が異なるブロツクに対しても底枠その他の付属部
材の交換により容易に対処することが可能となる
から、同一の型枠でコーナ角および断面形状の異
なる各種形状のL形コーナブロツクを成形するこ
とができ、法面が傾斜しているブロツクに対応す
るコーナブロツクも容易に成形できる。従つて、
L形ブロツクを用いて擁壁を構築する際に、段地
の法面の角部のコーナ角が異なる毎に専用の型枠
を製作しなければならないという煩雑さ及び費用
の問題が解消され、角部の擁壁を一体のブロツク
で構築できるから、体裁が良く、充分な強度と耐
久性を有する擁壁を構築できるという効果があ
る。-Effects of the invention- As described above, according to the formwork of the present invention, not only can the corner blocks of retaining walls with different corner angles be easily formed integrally using the same formwork, but also blocks with different cross-sectional shapes can be formed into one piece. This can be easily dealt with by replacing the bottom frame and other attached parts, so L-shaped corner blocks of various shapes with different corner angles and cross-sectional shapes can be molded using the same mold. Corner blocks corresponding to blocks with inclined surfaces can also be easily formed. Therefore,
When constructing a retaining wall using L-shaped blocks, the complexity and expense of having to manufacture a special formwork for each different corner angle of the slope of the terrace is solved. Since the retaining wall at the corner can be constructed as a single block, it is possible to construct a retaining wall that looks good and has sufficient strength and durability.
第1図ないし第4図は本考案の一実施例を示し
たもので、第1図は蓋板およびこれと一体の端板
を離隔して示した型枠の斜視図、第2図は一方の
小口板を取り除いて示した型枠の側面図、第3図
は内面成形枠および外面成形枠を基台上に固定す
る固定具を例示した斜視図、第4図は成形された
コーナブロツクを示す斜視図である。第5図は外
面成形枠のコーナ角を狭めたときの連結部材の嵌
着状態を示した斜視図、第6図は面取り部を有す
る連結部材をスリツトに嵌着した状態で示した斜
視図、第7図は擁壁用L形コンクリートブロツク
を示す斜視図、第8図は従来の角部の構築方法を
模式的に示す平面図である。
図中、1:基台、2:センタポスト、3:内面
成形枠、4:外面成形枠、5,5a,5b:連結
部材、6:小口板、7:蓋板、8:端板、15:
底枠、16:中子杆、25:成形されたブロツ
ク。
Figures 1 to 4 show an embodiment of the present invention, in which Figure 1 is a perspective view of the formwork showing the lid plate and the end plate integrated therewith separated from each other, and Figure 2 is a perspective view of one side of the formwork. 3 is a perspective view illustrating a fixture for fixing the inner and outer forming frames on the base, and FIG. 4 is a side view of the formwork with the edge plate removed. FIG. FIG. 5 is a perspective view showing the state in which the connecting member is fitted when the corner angle of the outer molding frame is narrowed; FIG. 6 is a perspective view showing the state in which the connecting member having a chamfered portion is fitted into the slit; FIG. 7 is a perspective view showing an L-shaped concrete block for a retaining wall, and FIG. 8 is a plan view schematically showing a conventional corner construction method. In the figure, 1: base, 2: center post, 3: inner molding frame, 4: outer molding frame, 5, 5a, 5b: connecting member, 6: edge plate, 7: cover plate, 8: end plate, 15 :
Bottom frame, 16: Core rod, 25: Molded block.
Claims (1)
ンタポスト回りに回動且つ固定自在に基台上に設
置された2個の内面成形枠と、内面成形枠のそれ
ぞれと所定の間隔を隔てて基台上に固定される2
個の外面成形枠と、該外面成形枠相互間に形成さ
れるスリツトに嵌着される連結部材と、各内面成
形枠のセンタポストと反対側の端部に固定される
L形の小口板と、2個の内面成形枠を覆つて架設
される蓋板と、この蓋板にセンタポストと対向し
て立設された端板とを有してなる、L形擁壁のコ
ーナブロツク成形用型枠。 Two inner molding frames installed on the base so as to be able to slide around the center post installed on the base, rotate around the center post, and fix, and spaced apart from each of the inner molding frames by a predetermined distance. 2 to be fixed on the base
a connecting member fitted into a slit formed between the outer forming frames; and an L-shaped edge plate fixed to the end of each inner forming frame opposite to the center post. , a mold for forming a corner block of an L-shaped retaining wall, comprising a cover plate constructed to cover two inner forming frames, and an end plate erected on the cover plate facing the center post. frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9829086U JPH0244965Y2 (en) | 1986-06-25 | 1986-06-25 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9829086U JPH0244965Y2 (en) | 1986-06-25 | 1986-06-25 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS633406U JPS633406U (en) | 1988-01-11 |
| JPH0244965Y2 true JPH0244965Y2 (en) | 1990-11-29 |
Family
ID=30966089
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9829086U Expired JPH0244965Y2 (en) | 1986-06-25 | 1986-06-25 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0244965Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0415445Y2 (en) * | 1988-04-20 | 1992-04-07 |
-
1986
- 1986-06-25 JP JP9829086U patent/JPH0244965Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS633406U (en) | 1988-01-11 |
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