JPH0536037Y2 - - Google Patents
Info
- Publication number
- JPH0536037Y2 JPH0536037Y2 JP9808285U JP9808285U JPH0536037Y2 JP H0536037 Y2 JPH0536037 Y2 JP H0536037Y2 JP 9808285 U JP9808285 U JP 9808285U JP 9808285 U JP9808285 U JP 9808285U JP H0536037 Y2 JPH0536037 Y2 JP H0536037Y2
- Authority
- JP
- Japan
- Prior art keywords
- halter
- view
- pillars
- steel material
- showing
- 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 - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 description 15
- 239000010959 steel Substances 0.000 description 15
- 239000011513 prestressed concrete Substances 0.000 description 12
- 239000000463 material Substances 0.000 description 11
- 239000004567 concrete Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000009194 climbing Effects 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000011378 shotcrete Substances 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
本考案は、PC(プレストレストコンクリート)
構造物を施工する際に使用するPC鋼材用のハル
ターに関する。[Detailed description of the invention] [Industrial application field] This invention is a PC (prestressed concrete)
This relates to a halter for prestressing steel beams used when constructing structures.
例えば、第7図に示すように卵形消化槽等PC
構造物においては、貯溜された液体の液圧によつ
て生じる引張応力を打ち消すために、水平方向及
び垂直方向にPC鋼材1を配設してプレストレス
を導入することが採用されている。
For example, as shown in Figure 7, the PC
In structures, prestress is introduced by disposing prestressing steel members 1 in the horizontal and vertical directions in order to cancel out the tensile stress caused by the hydraulic pressure of the stored liquid.
このPC鋼材1は当然のことながら槽の躯体コ
ンクリート中に埋設されるものであり、施工に際
しては配筋の段階でセツトされる。かかる卵形消
化槽の施工において底版部には、PC鋼材をヘリ
カルに配置する方法が考案されており、第8図
は、底版部のPC鋼材1の配設状態を示す一部省
略した平面図、第9図はその部分拡大図で、ジヨ
イント用のコネクター付きのPC鋼材1の端は底
版部の外周から上向きの角度から突出するように
して保持される必要がある。 This PC steel material 1 is naturally buried in the concrete frame of the tank, and is set at the reinforcing stage during construction. In the construction of such an egg-shaped digester, a method has been devised in which prestressing steel materials are arranged helically in the bottom slab part, and FIG. 8 is a partially omitted plan view showing the arrangement of the prestressing steel materials 1 in the bottom slab part. , FIG. 9 is a partially enlarged view of the same, and the end of the PC steel material 1 with the connector for the joint needs to be held so as to protrude from the outer periphery of the bottom plate at an upward angle.
ところで、このように斜方向になるPC鋼材の
端部を適正位置に保持するハルターとして従来確
立されたものはなく、一例として第10図に示す
ようなアングル材で門型に枠組んだものが考えら
れるがこのようなものでは保持を行なう高さや向
きや角度の調整が充分調整できず、すべてを同一
位置にセツトするのがきわめて困難である。 By the way, there is no existing halter that can hold the end of the prestressed steel material in the proper position, as shown in Figure 10. It is conceivable that with such a device, the height, direction, and angle of holding cannot be adjusted sufficiently, and it is extremely difficult to set everything in the same position.
本考案の目的はかかる事情を考慮し、保持の状
態をX,Y,Zの三次元のいずれの方向とも修正
可能で使い勝手のよい簡易構造のハルターを提供
することにある。 The purpose of the present invention is to take such circumstances into consideration and provide a halter with a simple structure that is easy to use and allows the holding state to be adjusted in any three-dimensional direction of X, Y, and Z.
本考案は前記目的を達成するため、脚板付きの
支柱を2本並べ、該支柱に形成した縦の長孔を介
してこの支柱間に下方への突出部を彎曲に設けた
帯板を上下動かつ回動自在に掛け渡したことを要
旨とするものである。
In order to achieve the above object, the present invention consists of two columns with leg plates arranged side by side, and a strip plate having a curved downward protrusion between the columns, which can be moved up and down through vertical long holes formed in the columns. The gist of this is that it can be freely rotated.
本考案によれば、PC鋼材端はハルターの帯板
の彎曲突出部内でしつかりと保持され、しかもこ
の帯板が支柱に対して上下方向及び取付角度が変
更可能なのでX,Z2方向の修正ができ、しかも
ハルター自体の設置場所を左右方向に少しずらす
ことでY方向の修正ができ、これらを総合して保
持状態について三次元の調整が可能である。
According to the present invention, the end of the PC steel material is firmly held within the curved protrusion of the halter strip, and since this strip can be changed in the vertical direction and the mounting angle with respect to the support, corrections in the X and Z2 directions are possible. In addition, the Y-direction can be corrected by slightly shifting the installation location of the halter itself in the left-right direction, and by combining these, three-dimensional adjustment of the holding state is possible.
以下、図面について本考案の実施例を詳細に説
明する。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
第1図は本考案のハルターの第1実施例を示す
正面図、第2図は同上側面図で、図中10,1
0′は鋼製アングル材を用いた支柱で、その下端
には前後方向に突出するようにして脚板11が設
けられている。 Fig. 1 is a front view showing the first embodiment of the halter of the present invention, and Fig. 2 is a side view of the same.
0' is a support using a steel angle member, and a leg plate 11 is provided at the lower end of the support so as to protrude in the front-rear direction.
該支柱10,10′は2本並べて横木材12で
連結されさらに縦方向に長孔13を形成する。 Two of the pillars 10, 10' are arranged side by side and connected by a crosspiece 12, and furthermore, a long hole 13 is formed in the vertical direction.
一方、14は、支柱10,10′間に掛け渡さ
れる鋼製の帯板であるが、その中央は下方に向け
て大きく曲げられ彎曲突出部15が形成され、ま
た端部に直角に折曲げられ、この部分が前記長孔
13にボルト、ナツト16で上下動かつ回動自在
に取付けられる。 On the other hand, reference numeral 14 is a steel strip plate stretched between the pillars 10 and 10', the center of which is bent greatly downward to form a curved protrusion 15, and the end part is bent at right angles. This portion is attached to the elongated hole 13 with bolts and nuts 16 so as to be vertically movable and rotatable.
次に使用法について説明すると、第5図は使用
状態を示す側面図で、PC鋼材1はその端部付近
の途中が帯板14の彎曲突出部15内に入れられ
て保持される。そして、このように保持するに際
し、高さの調節は帯板14の端部を長孔13内で
上下動させることにより行ない、また傾斜角は該
帯板14を適宜回動して取付け角度を変更するこ
とで行なう。さらに、横方向の位置の修正は本考
案のハルター自体の地上への設置位置を左右に少
しづらせばよい。 Next, how to use it will be described. FIG. 5 is a side view showing the state of use, and the prestressing steel material 1 is held by being inserted midway near the end into the curved protrusion 15 of the strip plate 14. When holding in this way, the height is adjusted by moving the end of the strip plate 14 up and down within the elongated hole 13, and the inclination angle is adjusted by rotating the strip plate 14 as appropriate. This is done by changing it. Furthermore, the lateral position can be corrected by slightly shifting the installation position of the halter of the present invention on the ground to the left or right.
第3図、第4図は本考案の第2実施例を示すも
ので、一度に2本のPC鋼材1を保持できるよう
に支柱10,10′に対し帯板14を上下2段取
付けたものであり、その使用状態を第6図に示す
が、詳細説明は前記第1実施例と同一なので省略
する。 Figures 3 and 4 show a second embodiment of the present invention, in which strip plates 14 are attached in two stages, upper and lower, to the supports 10 and 10' so that two pieces of PC steel material 1 can be held at once. The state of use thereof is shown in FIG. 6, but the detailed explanation will be omitted since it is the same as that of the first embodiment.
以上述べたように本考案のハルターは上向きに
伸びるPC鋼材端を定位置に保持するに際し、三
次元的にその位置を容易に調整できるので使い勝
手のよいものであり、またアングル材等を組み合
せた簡単な構造であり安価に製作できるものであ
る。
As mentioned above, the halter of the present invention is easy to use because it can easily adjust the position three-dimensionally when holding the end of the PC steel material extending upward in a fixed position. It has a simple structure and can be manufactured at low cost.
第1図は本考案のハルターの第1実施例を示す
正面図、第2図は同上側面図、第3図は第2実施
例を示す正面図、第4図は同上側面図、第5図は
第1実施例のハルターの使用状態を示す側面図、
第6図は第2実施例のハルターの使用状態を示す
側面図、第7図は球形PC構造物の説明図、第8
図は球形PC構造物の底版部のPC鋼材の配設状態
を示す1部省略した平面図、第9図は第8図の部
分拡大図、第10図は従来技術によるハルターの
斜視図である。
1……PC鋼材、2……吹付けコンクリート、
3……底版部コンクリート、4……リングビーチ
型枠、5……クライミング足場、6……リング基
礎、7……側壁、8……枠組足場、10,10′
……支柱、11……脚板、12……横木材、13
……長孔、14……帯板、15……彎曲突出部、
16……ボルト、ナツト。
Fig. 1 is a front view showing the first embodiment of the halter of the present invention, Fig. 2 is a side view of the same, Fig. 3 is a front view showing the second embodiment, Fig. 4 is a side view of the same, Fig. 5 is a side view showing the state in which the halter of the first embodiment is used;
Fig. 6 is a side view showing how the halter of the second embodiment is used, Fig. 7 is an explanatory diagram of the spherical PC structure, and Fig. 8
The figure is a partially omitted plan view showing the arrangement of the PC steel material in the bottom plate of a spherical PC structure, Figure 9 is a partially enlarged view of Figure 8, and Figure 10 is a perspective view of a halter according to the prior art. . 1...PC steel material, 2...Shotcrete,
3... Bottom slab concrete, 4... Ring beach formwork, 5... Climbing scaffolding, 6... Ring foundation, 7... Side wall, 8... Frame scaffolding, 10, 10'
... Support column, 11 ... Leg board, 12 ... Horizontal timber, 13
... Long hole, 14 ... Band plate, 15 ... Curved protrusion,
16...Boruto, Natsuto.
Claims (1)
縦の長孔を介してこの支柱間に下方への突出部を
彎曲に設けた帯板を上下動かつ回動自在に掛け渡
したことを特徴とするハルター。 Two pillars with leg plates are lined up, and a band plate with a curved downward protrusion is spanned between the pillars through a vertical long hole formed in the pillars so that it can move vertically and freely rotate. Characterized by Halter.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9808285U JPH0536037Y2 (en) | 1985-06-26 | 1985-06-26 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9808285U JPH0536037Y2 (en) | 1985-06-26 | 1985-06-26 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS627522U JPS627522U (en) | 1987-01-17 |
JPH0536037Y2 true JPH0536037Y2 (en) | 1993-09-13 |
Family
ID=30965686
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9808285U Expired - Lifetime JPH0536037Y2 (en) | 1985-06-26 | 1985-06-26 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0536037Y2 (en) |
-
1985
- 1985-06-26 JP JP9808285U patent/JPH0536037Y2/ja not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPS627522U (en) | 1987-01-17 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP5896441B1 (en) | Assembly block | |
CN217028064U (en) | Post-cast strip galvanized steel pipe support frame | |
JPH0536037Y2 (en) | ||
CN207244633U (en) | Brick retaining wall steel bar girder hardened system on foundation pit enclosure top beam | |
JPH02164931A (en) | Foundation construction method for building | |
JP3612600B2 (en) | Unit anchor and structural steel foundation beam | |
JPH0657741A (en) | Earth retaining wall | |
JP2813605B2 (en) | Construction foundation and construction method | |
JP3084654B2 (en) | Construction foundation, foundation structure using the same, and construction method thereof | |
JPH0536042Y2 (en) | ||
JPH0751534Y2 (en) | Floor slab with concrete dam | |
JPH0523155B2 (en) | ||
JPH0512357Y2 (en) | ||
JPH02164934A (en) | Foundation construction method | |
KR101692151B1 (en) | A deck support frame | |
JPH0379490B2 (en) | ||
JPH063879Y2 (en) | Basic slab unit | |
JPH0519383Y2 (en) | ||
JPH072837Y2 (en) | Floor structure | |
JP2554382B2 (en) | Dwelling | |
JP2811211B2 (en) | Flat slab construction method | |
JPH033637Y2 (en) | ||
JPH0249314Y2 (en) | ||
JP2000160686A (en) | Composite structure of reinforced concrete column and steel frame beam, and its execution | |
JPH0526121Y2 (en) |