JPS647845B2 - - Google Patents
Info
- Publication number
- JPS647845B2 JPS647845B2 JP58203373A JP20337383A JPS647845B2 JP S647845 B2 JPS647845 B2 JP S647845B2 JP 58203373 A JP58203373 A JP 58203373A JP 20337383 A JP20337383 A JP 20337383A JP S647845 B2 JPS647845 B2 JP S647845B2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- bed
- stair
- slab
- 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
- 238000009415 formwork Methods 0.000 claims description 103
- 239000004567 concrete Substances 0.000 claims description 24
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 239000012528 membrane Substances 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 description 12
- 239000010959 steel Substances 0.000 description 12
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 10
- 230000003014 reinforcing effect Effects 0.000 description 8
- 238000003780 insertion Methods 0.000 description 6
- 230000037431 insertion Effects 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 239000011178 precast concrete Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000011295 pitch Substances 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 1
- 229920002554 vinyl polymer Polymers 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Steps, Ramps, And Handrails (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Description
【発明の詳細な説明】
本発明は、主として多層階コンクリート建築物
の施工時に構築されるコンクリート製階段の構成
部材で、詳しくは、下層構造体及び上層構造体に
対して夫々載置可能な支持部と踏段部を載置支持
する段部とを備えたコンクリート製階段スラブを
製造するための型枠に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a component of a concrete staircase that is mainly constructed during construction of a multi-story concrete building, and more specifically, to a support that can be placed on a lower structure and an upper structure, respectively. The present invention relates to a formwork for manufacturing a concrete stair slab having a step part and a step part for mounting and supporting a step part.
この種の型枠は、階段スラブのみを単独で製造
するから、従来のように階段スラブと踏段部とを
一体的に製造する型枠に比して、コンクリート打
設時の取扱いのみならず、製造されたプレキヤス
トコンクリート製階段の構築現場への搬入作業及
び構築現場での組付け作業を少ない労力で能率良
くかつ安全容易に行なうことができる利点を有す
る。 This type of formwork manufactures only the stair slab independently, so compared to conventional formwork that manufactures the stair slab and steps integrally, it is not only easy to handle during concrete pouring. This method has the advantage that the transport work of the manufactured precast concrete stairs to the construction site and the assembly work at the construction site can be carried out efficiently, safely and easily with less labor.
本発明は、このような利点を有する型枠に更に
改良を加え、踏面寸法及び蹴上寸法の変更、階段
長さの変更、階段架設角度の変更等に対応できる
経済的なコンクリート製階段スラブ用型枠を提供
する点に目的を有する。 The present invention further improves the formwork having these advantages, and provides an economical concrete stair slab that can accommodate changes in tread dimensions and riser dimensions, changes in stair length, changes in stair construction angle, etc. Its purpose is to provide formwork.
かかる目的を達成するために講じられた本発明
によるコンクリート製階段スラブ用型枠の特徴構
成は、前記階段スラブの下面を形成するベツド型
枠に、下側支持部の支持面を形成する第1型枠
と、上側支持部の支持面を形成する第2型枠なら
びに、前記階段スラブの、その長手方向に対する
左右両側面を夫々形成する第3型枠及び前記段部
を形成する第4型枠とが設けられ、そのうち、前
記第1型枠及び第2型枠が前記ベツド型枠に対し
て取付け角度変更ならびに固定自在に構成されて
いるとともに、前記第1型枠及び第2型枠の少な
くとも一方と前記第4型枠とがベツド型枠に対し
て階段スラブの長手方向に取付け位置変更ならび
に固定自在に構成されている点にある。 The characteristic configuration of the formwork for concrete stair slab according to the present invention, which was taken to achieve such an object, is that the bed formwork forming the lower surface of the stairway slab has a first support surface forming the support surface of the lower support part. A formwork, a second formwork that forms a support surface of the upper support part, a third formwork that forms both left and right side surfaces of the stair slab in its longitudinal direction, and a fourth formwork that forms the step part. The first mold frame and the second mold frame are configured such that the mounting angle can be changed and fixed to the bed mold frame freely, and at least the first mold frame and the second mold frame are The fourth formwork and the fourth formwork are configured such that their attachment positions can be changed and fixed to the bed formwork in the longitudinal direction of the stair slab.
上記特徴構成による作用、効果は次の通りであ
る。 The functions and effects of the above characteristic configuration are as follows.
前記段部形成用第4型枠をベツド型枠に対して
階段スラブの長手方向に取付け位置変更すること
により、踏段部の踏面寸法及び蹴上寸法を自由に
変更することができる。しかも、前記ベツド型枠
に対する第1型枠及び第2型枠の取付け角度を変
更するとともに、これら第1型枠及び第2型枠の
少なくとも一方をベツド型枠に対して階段スラブ
の長手方向に取付け位置変更することにより、階
段スラブの支持部を構造体に確実に載置支持させ
乍ら階段架設角度及び階段長さを自由に変更する
ことができる。 By changing the mounting position of the fourth mold for forming the step in the longitudinal direction of the stair slab with respect to the bed mold, the tread dimensions and riser dimensions of the step can be freely changed. Moreover, the mounting angle of the first formwork and the second formwork with respect to the bed formwork is changed, and at least one of the first formwork and the second formwork is moved in the longitudinal direction of the stair slab with respect to the bed formwork. By changing the mounting position, the stairway construction angle and stair length can be freely changed while ensuring that the supporting portion of the stair slab is mounted and supported on the structure.
従つて、一つの型枠をもつて各種の設計変更に
対応できるから、設計変更の度に型枠全体を新規
に製作する必要がなく、このような型枠の転用効
率の向上により各種形状、寸法のコンクリート製
階段スラブを能率良く経済的に製造し得るに至つ
た。 Therefore, since a single formwork can accommodate various design changes, there is no need to create a new formwork every time a design is changed. It has now been possible to efficiently and economically manufacture concrete stair slabs of the same dimensions.
以下、本発明の実施例を図面に基づいて詳述す
る。 Hereinafter, embodiments of the present invention will be described in detail based on the drawings.
先ず、第1図で示すように、多層階コンクリー
ト建築物の下層フロア部(下層構造体の一例であ
る。)F1と上層フロア部(上層構造体の一例であ
る。)F2との間に亘つて構築されるプレキヤスト
コンクリート製階段の階段スラブ1について説明
すると、これは、前記フロア部F1,F2に形成さ
れた段部f1,f2に対して夫々載置可能な支持部1
A,1Bと、踏段部2の各踏板形成部2a……の
下面を水平又はほぼ水平姿勢で載置支持可能な側
面視ほぼ台形状の段部1C……ならびに、上方に
開口する踏段部用取付孔1D……とを形成すると
ともに、階段スラブ1の長手方向に沿う複数本の
PC鋼線3……を左右方向に適宜間隔を隔てて埋
設することにより構成されている。 First, as shown in Figure 1, between the lower floor part (an example of a lower structure) F1 and the upper floor part (an example of an upper structure) F2 of a multi-story concrete building. To explain the stair slab 1 of the precast concrete staircase constructed over a period of Part 1
A, 1B, each tread forming part 2a of the step part 2... a step part 1C which is approximately trapezoidal in side view and whose lower surface can be placed and supported in a horizontal or nearly horizontal position, and a step part 1C which opens upward. At the same time as forming the mounting holes 1D..., a plurality of holes along the longitudinal direction of the stair slab 1 are formed.
It is constructed by burying PC steel wires 3 at appropriate intervals in the left and right direction.
尚、前記踏段部2は、一段単位で複数に分割さ
れた側面視ほぼL字状の段部分2A……から構成
されており、かつ、これら各分割段部分2A……
の脚形成部2b……には、下方に位置する隣接分
割段部2Aの踏板形成部2aに形成された孔2c
を通して前記階段スラブ部1の取付孔1D内に差
込み固定可能な鉄筋(差込み固定金具の一例であ
る。)2Bを設けるとともに、最上部に位置する
分割段部分2Aの踏板形成部2aには、前記階段
スラブ1の取付孔1D内に差込み固定可能なL字
形の鉄筋(差込み固定金具の一例である。)2
B′を設けて構成されている。 The step portion 2 is composed of step portions 2A that are substantially L-shaped in side view and are divided into a plurality of steps in units of steps, and each of these divided step portions 2A...
The leg forming part 2b... has a hole 2c formed in the tread forming part 2a of the adjacent divided step part 2A located below.
A reinforcing bar (which is an example of an insertion fixture) 2B that can be inserted and fixed into the mounting hole 1D of the stair slab section 1 through the tread plate forming section 2a of the divided step section 2A located at the top is provided with the above-mentioned An L-shaped reinforcing bar (an example of an insertion fixture) 2 that can be inserted and fixed into the mounting hole 1D of the stair slab 1
B′ is provided.
次に、上述の如く構成されたコンクリート製階
段スラブ1の鋼鉄製型枠について説明すると、こ
れは、第2図、第3図で示すように、前記階段ス
ラブ1の下面1aを形成するベツド型枠4に、前
記下側支持部1Aの載置支持面1bを形成する第
1型枠5と前記上側支持部1Bの載置支持面1d
を形成する第2型枠6ならびに、前記階段スラブ
1の、その長手方向に対する左右両側面1e,1
eを夫々形成する3型枠7,7及び前記各段部1
C……を形成する第4型枠8とを設けて構成され
ている。 Next, the steel formwork of the concrete staircase slab 1 constructed as described above will be explained. As shown in FIGS. 2 and 3, this is a bed mold forming the lower surface 1a of the staircase slab 1. The frame 4 includes a first mold 5 forming a mounting support surface 1b for the lower support section 1A and a mounting support surface 1d for the upper support section 1B.
and the left and right side surfaces 1e, 1 of the stair slab 1 in its longitudinal direction.
3 formworks 7, 7 and each of the step portions 1 forming e.
A fourth formwork 8 forming C... is provided.
前記第1型枠5は、第4図乃至第6図で示すよ
うにベース型材5Aと下側支持部1Aの載置支持
面1bに対する成形型材5Bならびにこれら両者
5A,5B間に亘つて連設される複数枚の複強板
5C……とから構成されていて、前記ベツド型枠
4及び第3型枠7,7に対して次の如く取付けら
れている。 As shown in FIGS. 4 to 6, the first mold frame 5 includes a base mold material 5A, a molding mold material 5B on the mounting support surface 1b of the lower support part 1A, and a continuous arrangement between these two materials 5A and 5B. It is composed of a plurality of double-reinforced plates 5C... and is attached to the bed form 4 and the third forms 7, 7 in the following manner.
即ち、前記ベツド型枠4に、前記第1型枠5の
中間補強板5C,5Cに対する取付け板9A,9
Aを備え、かつ、そのベース枠体9Bに階段スラ
ブ1の長手方向に沿う長孔9Cを形成してある台
座9をボルト10を介して取付けるとともに、前
記ベツド型枠4に形成されるボルト孔4aを階段
スラブ1の長手方向に適宜間隔、つまり、前記長
孔9Cと同じ長さのピツチ(P1)で複数個形成
し、更に、前記台座9のベース枠体9Bには、前
記第1型枠5を左右の横軸芯X1周りで上下揺動
自在に蝶番12を介して取付けている。 That is, the bed formwork 4 is provided with mounting plates 9A, 9 for the intermediate reinforcing plates 5C, 5C of the first formwork 5.
The pedestal 9, which has a long hole 9C formed in the base frame 9B along the longitudinal direction of the stair slab 1, is attached via bolts 10, and the bolt hole formed in the bed form 4 is attached. A plurality of holes 4a are formed at appropriate intervals in the longitudinal direction of the stair slab 1, that is, with pitches (P 1 ) having the same length as the elongated holes 9C. The formwork 5 is attached via a hinge 12 so as to be able to swing up and down about the left and right horizontal axis X1 .
また、前記第3型枠7,7上に、左右側面視に
おいて矩形状の取付け側枠13,13と三角形状
の補助側板14,14とを夫々ボルト・ナツト1
0,11を介して取付け、そのうち、前記補助側
枠14,14に亘つて、階段スラブ1の下側支持
部1Aの踏面ifに対する押え型枠15をボルト・
ナツト10,11を介して取付けるとともに、前
記第1型枠5の中間補強板5C,5Cと台座9の
取付け板9A,9A及び前記第1型枠5の左右両
横外側部の補強板5C,5Cと前記取付け側枠1
3,13とを夫々ボルト・ナツト10,11……
を介して取付け、更に、前記台座9の取付け板9
A……及び取付け側枠13,13に形成されるボ
ルト挿通孔9a,13a……を前記蝶番12の揺
動横軸芯X1を中心として円弧状長孔に構成して
ある。 Further, on the third formworks 7, 7, the mounting side frames 13, 13, which are rectangular in left and right side views, and the auxiliary side plates 14, 14, which are triangular in shape, are installed with bolts and nuts 1, respectively.
0 and 11, and the holding formwork 15 is bolted to the tread if of the lower support part 1A of the stair slab 1 over the auxiliary side frames 14 and 14.
Attached via nuts 10, 11, the intermediate reinforcing plates 5C, 5C of the first formwork 5, the mounting plates 9A, 9A of the pedestal 9, and the reinforcing plates 5C on both left and right lateral outer parts of the first formwork 5, 5C and the mounting side frame 1
3 and 13 respectively as bolts and nuts 10 and 11...
furthermore, the mounting plate 9 of the pedestal 9
The bolt insertion holes 9a, 13a , .
従つて、前記第1型枠5を蝶番12の揺動横軸
芯X1周りで上下揺動させることにより、前記ベ
ツド型枠4に対する第1型枠5の取付け角度を自
由に変更することができ、また、前記ベツド型枠
4のボルト孔4a……に対するボルト10の螺合
位置の選択及び台座9に形成された長孔9Cの範
囲内での該台座9の取付け位置調節により、前記
ベツド型枠4に対する第1型枠5の取付け位置を
階段スラブ1の長手方向に自由に変更することが
できる。 Therefore, by vertically swinging the first formwork 5 around the swinging horizontal axis X1 of the hinge 12, the attachment angle of the first formwork 5 to the bed formwork 4 can be freely changed. By selecting the screwing positions of the bolts 10 in the bolt holes 4a of the bed formwork 4 and adjusting the mounting position of the pedestal 9 within the range of the elongated holes 9C formed in the pedestal 9, the bed can be fixed. The attachment position of the first formwork 5 to the formwork 4 can be freely changed in the longitudinal direction of the stair slab 1.
また、前記第1型枠5のベース型材5Aに、ベ
ツド型枠4との間を閉塞する軟質ビニル等の弾性
膜体16を固着し、これら両者5A,16に亘つ
て、前記PC鋼線3を上下方向の一定範囲内で移
動自在に貫通案内する長孔17を、左右方向に適
宜間隔(P2)を隔てて形成するとともに、その
うち、PC鋼線挿通予定箇所の長孔17……の前
面には、PC鋼線3を所定のレベルで貫通保持す
る鉄板製のボツクス状支持部材18……を設けて
いる。 Further, an elastic membrane 16 made of soft vinyl or the like is fixed to the base material 5A of the first formwork 5 to close the gap with the bed formwork 4, and the PC steel wire 3 Elongated holes 17 are formed at appropriate intervals (P 2 ) in the left-right direction to allow the PC steel wire to be inserted through the elongated holes 17 through which the PC steel wire is planned to be inserted. A box-shaped support member 18 made of an iron plate is provided on the front surface to penetrate and hold the PC steel wire 3 at a predetermined level.
前記ボツクス状支持部材18は、離型作業時に
PC鋼線3から取り外すことにより、この支持部
材18にて形成された階段スラブ1の凹入空間を
利用してPC鋼線3の切断及び切断後の補修作業
を容易に行なうことができる。 The box-shaped support member 18 is used during mold release work.
By removing it from the PC steel wire 3, the recessed space of the stair slab 1 formed by the support member 18 can be used to easily cut the PC steel wire 3 and perform repair work after cutting.
尚、PC鋼線3を通す必要のない長孔17は第
4図で示すようにプラスチツクテープ19で閉塞
する。 Incidentally, the elongated hole 17 which does not require the passage of the PC steel wire 3 is closed with plastic tape 19 as shown in FIG.
前記第4型枠8は、前記第3型枠7,7の上面
に載置可能な側面視ほぼ台形形状のボツクス状型
材8A,8Aとこれらボツクス状型材8A,8A
の傾斜面にボルト・ナツト10,11を介して架
設される第1押え型材8Bならびに、前記ボツク
ス状型材8A,8Aの鉛直面にボルト・ナツト1
0,11を介して架設される第2押え型材8Cと
からなり、更に、前記ボツクス状型材8Aと第3
型枠7とを万力20を介して締付け固定ならびに
固定解除自在に構成している。 The fourth mold 8 includes box-shaped molds 8A, 8A that are approximately trapezoidal in side view and can be placed on the upper surfaces of the third molds 7, 7, and these box-shaped molds 8A, 8A.
A first presser member 8B is installed on the inclined surface of the box via bolts and nuts 10, 11, and a bolt and nut 1 is installed on the vertical surface of the box-like members 8A and 8A.
0 and 11, and further includes a box-shaped member 8A and a third holding member 8C.
The formwork 7 is constructed so that it can be tightened and fixed via a vise 20 and can be released from the fixation.
従つて、前方万力20を固定解除操作した状態
においては、ベツド型枠4及び第3型枠7に対す
る第4型枠8の取付け位置を階段スラブ1の長手
方向に自由に変更することができるとともに、前
記ボツクス状型材8Aの取替えにより、前記両押
え型材8B,8Cの取付け角度を自由に変更する
ことができる。 Therefore, when the front vise 20 is released, the attachment position of the fourth formwork 8 relative to the bed formwork 4 and the third formwork 7 can be freely changed in the longitudinal direction of the stair slab 1. At the same time, by replacing the box-shaped profile 8A, the mounting angles of the presser profiles 8B and 8C can be freely changed.
前記第1押え型材8Bには、前記取付孔1Dを
形成するための成形棒21がボルト10を介して
取付けられている。この第1押え型材8Bに形成
されるボルト挿通孔8bは長孔に形成されてい
て、成形棒21の取付け位置、言換えれば、取付
孔1Dの形成位置を変更自在に構成している。 A molded rod 21 for forming the attachment hole 1D is attached to the first holding member 8B via a bolt 10. The bolt insertion hole 8b formed in the first holding member 8B is formed into a long hole, and is configured to allow the attachment position of the forming rod 21, in other words, the formation position of the attachment hole 1D to be freely changed.
前記第2型枠6は、第9図乃至番12図で示す
ように、前記上側支持部1Bの載置支持面1dに
おける最外端面部分1d′を通る傾斜面で分離可能
で、かつ、ボルト・ナツト10,11を介して固
定連結される上下一対の型材6A,6Bから構成
されていて、前記ベツド型枠4及び第3型枠7に
対して次の如く取付けられている。 As shown in FIGS. 9 to 12, the second formwork 6 is separable at an inclined surface passing through the outermost end surface portion 1d' of the mounting support surface 1d of the upper support portion 1B, and is separated by a bolt. - It is composed of a pair of upper and lower mold members 6A and 6B fixedly connected via nuts 10 and 11, and is attached to the bed mold frame 4 and the third mold frame 7 as follows.
即ち、前記ベツド型枠4に、前記両分割型材6
A,6Bの補強板6a,6b……のうち、左右方
向の中間部に位置する補強板6a,6b……に対
する取付け板22A……を備えた台座22をボル
ト10を介して取付けるとともに、前記台座22
のベース枠体22Bには、前記下側分割型材6B
を左右の横軸芯X2周りで上下揺動自在に蝶番2
3を介して取付けている。 That is, the two divided mold members 6 are attached to the bed formwork 4.
A, 6B reinforcing plates 6a, 6b..., which are located in the middle part in the left-right direction, are attached to the pedestal 22 with mounting plates 22A through bolts 10. Pedestal 22
The base frame body 22B includes the lower divided molded member 6B.
The hinge 2 can be freely swung up and down around the left and right horizontal axis X 2 .
It is attached via 3.
また、前記第3型枠7,7上に、左右側面視に
おいて矩形状の取付け側枠24,24と三角形状
の補助側枠25,25とを夫々ボルト・ナツト1
0,11を介して取付け、そのうち、前記補助側
枠25,25とこれに隣接する第4型枠8のボツ
クス状型材8A,8Aとに亘つて側面視ほぼL字
状の押え型枠26をボルト・ナツト10,11を
介して架設するとともに、前記両分割型材6A,
6Bの中間補強板6a,6bと台座22の取付け
板22A,22B及び前記両分割型材6A,6B
の左右両横外側部の補強板6a,6bと前記取付
け側枠24,24とを夫々ボルト・ナツト10,
11を介して取付け、更に、前記台座22の取付
け板22A……に形成されるボルト挿通孔22a
……及び取付け側枠24,24に形成されるボル
ト挿通孔(図示せず)を前記蝶番23の揺動横軸
芯X2を中心とした円弧状長孔に構成している。 Further, on the third formworks 7, 7, the mounting side frames 24, 24, which are rectangular in left and right side views, and the auxiliary side frames 25, 25, which are triangular in shape, are attached to the bolts and nuts 1, respectively.
0 and 11, and a holding form frame 26, which is approximately L-shaped in side view, is attached between the auxiliary side frames 25, 25 and the box-shaped shapes 8A, 8A of the fourth form 8 adjacent thereto. It is constructed via bolts and nuts 10 and 11, and the two split sections 6A,
Intermediate reinforcing plates 6a, 6b of 6B, mounting plates 22A, 22B of pedestal 22, and both split sections 6A, 6B
The reinforcing plates 6a, 6b on the left and right outer sides of the mounting frame 24, 24 are connected with bolts and nuts 10, respectively.
11, and bolt insertion holes 22a formed in the mounting plate 22A of the pedestal 22.
. . . and bolt insertion holes (not shown) formed in the mounting side frames 24, 24 are formed into long arc-shaped holes centered on the horizontal swing axis X2 of the hinge 23.
従つて、前記第2型枠6を蝶番23の揺動横軸
芯X2周りで上下揺動させることにより、前記ベ
ツド型枠4に対する第2型枠6の取付け角度を自
由に変更することができる。 Therefore, by vertically swinging the second formwork 6 around the swing horizontal axis X2 of the hinge 23, the attachment angle of the second formwork 6 to the bed formwork 4 can be freely changed. can.
また、前記下側分割型材6Bには、第1型枠5
の場合と同様に、ベツド型枠4との間を閉塞する
弾性膜体27とPC鋼線貫通案内用長孔28……
ならびにPC鋼線貫通保持用のボツクス状支持部
材29及び長孔閉塞用プラスチツクテープ30と
が設けられている。 Further, the lower split mold material 6B includes a first mold frame 5.
As in the case of , the elastic membrane 27 that closes the space between the bed formwork 4 and the elongated hole 28 for guiding the PC steel wire through...
Also provided are a box-like support member 29 for holding the PC steel wire passing through and a plastic tape 30 for closing the long hole.
図中31は、前記台座22のベース枠体22B
に取付けられたPC鋼線3の高さ位置を固定する
ガイドである。 In the figure, 31 is a base frame 22B of the pedestal 22.
This is a guide that fixes the height position of the PC steel wire 3 attached to the.
上述実施例では、ベツド型枠4に対する第1型
枠5の取付けけ位置のみを階段スラブ1の長手方
向に変更可能に構成したが、これの代わりに又は
この第1型枠5と第2型枠6の取付け位置を階段
スラブ1の長手方向に変更ならびに固定自在に構
成して実施しても良い。 In the above embodiment, only the mounting position of the first formwork 5 with respect to the bed formwork 4 is configured to be changeable in the longitudinal direction of the stair slab 1, but instead of this, or this first formwork 5 and the second formwork The mounting position of the frame 6 may be changed and fixed in the longitudinal direction of the stair slab 1.
次に、上記実施例に示した型枠の用い方、つま
り、その型枠を用いてのコンクリート製階段スラ
ブの成形手順について説明すると次の通りであ
る。 Next, the method of using the formwork shown in the above embodiment, that is, the procedure for forming a concrete stair slab using the formwork will be explained as follows.
すなわち、上記実施例にした通りに組上げられ
た型枠を、そのベツド型枠4が水平となるように
位置させ、この状態で、第2図に示すように、第
1型枠5とこれに隣る第4型枠との間、および各
第4型枠8……どうしの間、ならびに、第4型枠
8を構成する第1、第2押え型材8B,8Cどう
しの間では、夫々、上方が開放されているので、
その開放部分8′,8Dからコンクリートを投入
して打設する。 That is, the formwork assembled as in the above embodiment is positioned so that its bed formwork 4 is horizontal, and in this state, as shown in FIG. Between the adjacent fourth formworks, between each of the fourth formworks 8, and between the first and second holding members 8B and 8C constituting the fourth formwork 8, respectively, Since the top is open,
Concrete is poured into the open portions 8' and 8D and poured.
また、第1型枠5部分では、第5図に示すよう
に、成形型材5Bと押え型枠15との間に、斜め
上方に開放された開放部分5Dが形成されてお
り、この開放部分5Dからコンクリートを投入打
設する。開放部分5Dの斜め上向き面は押え型枠
15の押え面に沿つてこてなどによつて仕上げ
る。 In addition, in the first formwork 5 portion, as shown in FIG. Concrete is poured and poured. The diagonally upward facing surface of the open portion 5D is finished along the pressing surface of the holding formwork 15 using a trowel or the like.
第2型枠6部分では、第11図に示すように、
上下一対の型材6A,6Bと押え型枠24との間
に開放部分6Dが形成されていて、この開放部分
6Dからコンクリートを投入打設する。 In the 6th part of the second formwork, as shown in Fig. 11,
An open part 6D is formed between the pair of upper and lower mold members 6A, 6B and the holding formwork 24, and concrete is poured and poured from this open part 6D.
そして、このコンクリート製階段スラブを成形
するために前記型枠に投入されるコンクリート
は、各第4型枠8どうしの間の開放部分8′に投
入されたコンクリートよりも、打設時点では上位
に位置する第1、第2、第4型枠内のコンクリー
トが、前記開放部分8′側へ流れ出さないように、
適宜スランプ試験などを行つて、水・セメント比
を決定してある。尚、この型枠の前記各開放部分
8′,8D,5D,6Dは、他物との接触には直
接関与しない箇所であるため、多少の膨らみや、
凹凸が生じてもよい。 The concrete poured into the formwork to form this concrete stair slab is at a higher level than the concrete poured into the open portion 8' between the fourth formworks 8 at the time of pouring. To prevent the concrete in the first, second, and fourth formworks from flowing out toward the open portion 8',
The water/cement ratio was determined by conducting appropriate slump tests. Note that the open portions 8', 8D, 5D, and 6D of this formwork are not directly involved in contact with other objects, so there may be slight bulges or
Unevenness may occur.
図面は本発明に係るコンクリート製階段スラブ
用型枠の実施例を示し、第1図はコンクリート製
階段スラブの縦断側面図、第2図、第3図は型枠
全体の平面図と一部切欠正面図、第4図は第1型
枠関係を示す要部の側面図、第5図は第4図の
−線断面図、第6図は第4図の−線矢視
図、第7図、第8図は第4型枠関係を示す要部の
一部切欠正面図とその一部切欠側面図、第9図は
第2型枠関係を示す平面図、第10図は第9図の
−線矢視図、第11図は第9図のXI−XI線断
面図、第12図は第9図のXII−XII線矢視図であ
る。
F1……下層構造体、F2……上層構造体、1…
…階段スラブ、1A,1B……支持部、1C……
段部、2……踏段部、4……ベツド型枠、5……
第1型枠、6……第2型枠、7……第3型枠、8
……第4型枠。
The drawings show an embodiment of the formwork for concrete stair slabs according to the present invention, and Fig. 1 is a longitudinal cross-sectional side view of the concrete stair slab, and Figs. 2 and 3 are a plan view of the entire formwork and a partial cutaway. A front view, FIG. 4 is a side view of essential parts showing the relationship between the first formwork, FIG. 5 is a sectional view taken along the line - - of FIG. 4, FIG. 6 is a view taken along the - line of FIG. 4, and FIG. , FIG. 8 is a partially cutaway front view and a partially cutaway side view of the main parts showing the relationship between the fourth formwork, FIG. 9 is a plan view showing the relationship between the second formwork, and FIG. 10 is the same as that shown in FIG. 11 is a sectional view taken along the line XI-XI of FIG. 9, and FIG. 12 is a view taken along the line XII-XII of FIG. 9. F 1 ... lower layer structure, F 2 ... upper layer structure, 1...
...Stair slab, 1A, 1B...Support part, 1C...
Step part, 2... Step part, 4... Bed formwork, 5...
First formwork, 6... Second formwork, 7... Third formwork, 8
...Fourth formwork.
Claims (1)
夫々載置可能な支持部1A,1Bと踏段部2を載
置支持する段部1Cとを備えたコンクリート製階
段スラブ1を製造するための型枠であつて、前記
階段スラブ1の下面を形成するベツド型枠4に、
下側支持部1Aの支持面を形成する第1型枠5
と、上側支持部1Bの支持面を形成する第2型枠
6ならびに、前記階段スラブ1の、その長手方向
に対する左右両側面を夫々形成する第3型枠7,
7及び前記段部1Cを形成する第4型枠8とが設
けられ、そのうち、前記第1型枠5及び第2型枠
6が前記ベツド型枠4に対して取付け角度変更な
らびに固定自在に構成されているとともに、前記
第1型枠5及び第2型枠6の少なくとも一方と前
記第4型枠8とがベツド型枠4に対して階段スラ
ブ1の長手方向に取付け位置変更ならびに固定自
在に構成されているコンクリート製階段スラブ用
型枠。 2 前記第1型枠5及び第2型枠6が前記ベツド
型枠4との間隙を閉塞する弾性膜体16,27を
備えたものである特許請求の範囲第1項に記載の
コンクリート製階段スラブ用型枠。 3 前記第2型枠6が階段スラブ1の上側支持部
1Bの最外端面を通る傾斜面で脱型自在に2分割
されたものである特許請求の範囲第1項に記載の
コンクリート製階段スラブ用型枠。 4 前記第4型枠8を第3型枠7,7に対して取
付け位置変更自在に固定する手段が万力である特
許請求の範囲第1項に記載のコンクリート製階段
スラブ用型枠。[Scope of Claims] 1. A concrete staircase comprising support parts 1A and 1B that can be placed on the lower structure F1 and the upper structure F2 , respectively, and a step part 1C on which the step part 2 is placed and supported. The bed formwork 4, which is a formwork for manufacturing the slab 1 and forms the lower surface of the stair slab 1, includes:
First formwork 5 forming the support surface of the lower support portion 1A
and a second formwork 6 forming the support surface of the upper support part 1B, and a third formwork 7 forming both left and right side surfaces of the stair slab 1 in its longitudinal direction, respectively.
7 and a fourth formwork 8 forming the step portion 1C, of which the first formwork 5 and the second formwork 6 are configured to be able to change the mounting angle and fix to the bed formwork 4. At the same time, at least one of the first formwork 5 and the second formwork 6 and the fourth formwork 8 can be attached to the bed formwork 4 in the longitudinal direction of the stair slab 1 so that the attachment position can be changed and fixed. Formwork for concrete stair slabs consisting of. 2. The concrete staircase according to claim 1, wherein the first formwork 5 and the second formwork 6 are provided with elastic membranes 16 and 27 that close the gap with the bed formwork 4. Formwork for slabs. 3. The concrete stair slab according to claim 1, wherein the second formwork 6 is removably divided into two by a slope passing through the outermost end surface of the upper support part 1B of the stair slab 1. Formwork for. 4. The formwork for a concrete stair slab according to claim 1, wherein the means for fixing the fourth formwork 8 to the third formworks 7, 7 so that the mounting position can be changed is a vise.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58203373A JPS6094306A (en) | 1983-10-28 | 1983-10-28 | Formwork for stair slab made of concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58203373A JPS6094306A (en) | 1983-10-28 | 1983-10-28 | Formwork for stair slab made of concrete |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6094306A JPS6094306A (en) | 1985-05-27 |
JPS647845B2 true JPS647845B2 (en) | 1989-02-10 |
Family
ID=16472955
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP58203373A Granted JPS6094306A (en) | 1983-10-28 | 1983-10-28 | Formwork for stair slab made of concrete |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6094306A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH03208767A (en) * | 1990-01-11 | 1991-09-11 | Kawasaki Heavy Ind Ltd | Structure of television for passenger seat of traffic facilities |
-
1983
- 1983-10-28 JP JP58203373A patent/JPS6094306A/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH03208767A (en) * | 1990-01-11 | 1991-09-11 | Kawasaki Heavy Ind Ltd | Structure of television for passenger seat of traffic facilities |
Also Published As
Publication number | Publication date |
---|---|
JPS6094306A (en) | 1985-05-27 |
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