JP2022014761A - Manufacturing method for movable space holder and pretension pc product - Google Patents

Manufacturing method for movable space holder and pretension pc product Download PDF

Info

Publication number
JP2022014761A
JP2022014761A JP2020117291A JP2020117291A JP2022014761A JP 2022014761 A JP2022014761 A JP 2022014761A JP 2020117291 A JP2020117291 A JP 2020117291A JP 2020117291 A JP2020117291 A JP 2020117291A JP 2022014761 A JP2022014761 A JP 2022014761A
Authority
JP
Japan
Prior art keywords
product
steel material
height
pretension
movable
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
Application number
JP2020117291A
Other languages
Japanese (ja)
Inventor
勇 阿部
Isamu Abe
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Oriental Shiraishi Corp
Original Assignee
Oriental Shiraishi Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Oriental Shiraishi Corp filed Critical Oriental Shiraishi Corp
Priority to JP2020117291A priority Critical patent/JP2022014761A/en
Publication of JP2022014761A publication Critical patent/JP2022014761A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

To provide a manufacturing method for a movable space holder that does not have an adverse effect due to a bending stress being transmitted when a pretension PC product having a convex and concave is removed and can be manufactured at low cost, and the pretension PC product using the movable space holder.SOLUTION: A space holder 1 which is installed on both sides of a concrete product (10) to hold a space between the PC steel materials (11) when prestress is applied to the concrete product by the pretension method includes a space holding part 6 through which the PC steel material (11) is inserted to hold a space, a pair of columns 3 and 3 supporting the space holding part 6, and a lower connecting part 4 that connects the legs of the pair of columns 3 and 3 to each other. Height changing means (7) in which the space holding part 6 is configured to be vertically movable with respect to the column 3 and the height of the PC steel material (11) is changed by connecting a space holding part 6 and the lower connecting part 4.SELECTED DRAWING: Figure 1

Description

本発明は、プレテンション方式でコンクリート製品にプレストレスを付与する際にコンクリート製品の脇に設置されてPC鋼材の間隔を保持する可動式間隔保持具及びそれを用いたプレテンション製品の製造方法に関する。 The present invention relates to a movable spacing holder that is installed beside the concrete product to maintain the spacing between the PC steel materials when prestressing the concrete product by the pretension method, and a method for manufacturing the pretension product using the movable spacing holder. ..

従来、プレテンション方式でコンクリート製品にプレストレスを付与する際は、図8(a)に示すように、固定物12にPC鋼材11の一端を固定してコンクリート製品(10)に挿通するPC鋼材11の間隔に応じて固定物12から扇状に固定式の間隔保持具13でPC鋼材11を広げて挿通する。そして、PC鋼材11の他端側でも同様に固定式の間隔保持具13を介して固定物12において緊張ジャッキ(図示せず)で緊張することにより、プレストレスを導入していた。なお、以下、プレテンション方式でプレストレスが導入されたコンクリート製品は、プレテンションPC(Prestressed Concrete:プレストレスト コンクリート)製品10という。 Conventionally, when prestressing a concrete product by a pretension method, as shown in FIG. 8A, a PC steel material in which one end of the PC steel material 11 is fixed to a fixed object 12 and inserted into the concrete product (10). The PC steel material 11 is spread and inserted from the fixed object 12 with a fixed space holder 13 in a fan shape according to the space of 11. Then, prestress was introduced by tensioning the other end side of the PC steel 11 with a tension jack (not shown) in the fixed object 12 via the fixed spacing holder 13 in the same manner. Hereinafter, the concrete product in which prestress is introduced by the prestressed method is referred to as a prestressed concrete (prestressed concrete) product 10.

このとき、図9(a)に示すように、脱型してPC鋼材11の緊張力を緩める際に、図9(b)に示すように、固定側にプレテンションPC製品10が引っ張られて移動することになる。このため、図9に示すように、プレテンションPC製品10に凹凸がある場合は、図8(b)に示すように、PC鋼材11に緊張力が付与された緊張状態で脱型時の移動に凹凸が干渉しない高さまでプレテンションPC製品10を持ち上げる必要があった。しかし、緊張状態で上方に持ち上げるとPC鋼材11を介して緊張力に応じた下方へのベクトル成分が作用してしまい、プレテンションPC製品10に曲げ応力が伝達されてひび割れ等の悪影響を及ぼすおそれがあった。 At this time, as shown in FIG. 9A, when the tension force of the PC steel material 11 is relaxed by demolding, the pretension PC product 10 is pulled to the fixed side as shown in FIG. 9B. Will move. Therefore, as shown in FIG. 9, when the pretension PC product 10 has irregularities, as shown in FIG. 8 (b), the PC steel material 11 is moved during demolding in a tense state in which a tension force is applied. It was necessary to lift the pretension PC product 10 to a height at which unevenness does not interfere with the surface. However, if it is lifted upward in a tense state, a downward vector component corresponding to the tension force acts via the PC steel material 11, and bending stress is transmitted to the pretension PC product 10, which may have an adverse effect such as cracking. was there.

プレテンション方式でコンクリート製品にプレストレスを付与するプレテンションPC製品の製造方法としては、例えば、特許文献1には、型枠にPC鋼材を配置して緊張力を加え、その後コンクリートを打設し硬化した後、脱型し、脱型状態でPC鋼材の緊張力を開放してプレストレスを導入するプレテンションPC製品の製造方法が開示されている(特許文献1の特許請求の範囲の請求項1、明細書の第2頁左上欄第14行目~左下欄第16行目、図面の第1図~第3図等参照)。 As a method for manufacturing a pretensioned PC product that applies prestress to a concrete product by a pretension method, for example, in Patent Document 1, a PC steel material is placed on a formwork to apply tension, and then concrete is placed. A method for manufacturing a pretensioned PC product, which is demolded after curing, releases the tension of the PC steel material in the demolded state, and introduces prestress, is disclosed (claims of Patent Document 1). 1. See the 14th line in the upper left column of the specification, the 16th line in the lower left column, and FIGS. 1 to 3 of the drawing).

しかし、特許文献1に記載のプレテンションPC製品の製造方法は、緊張状態で上方に持ち上げるとPC鋼材を介して緊張力に応じた下方へのベクトル成分が作用してしまい、プレテンションPC製品に曲げ応力が伝達されて悪影響を及ぼすという問題について何ら考慮がなされていなかった。 However, in the method for manufacturing a pretensioned PC product described in Patent Document 1, when the pretensioned PC product is lifted upward in a tense state, a downward vector component corresponding to the tension force acts on the pretensioned PC product via the PC steel material. No consideration was given to the problem of bending stress being transmitted and having an adverse effect.

また、特許文献2には、面型枠3と、面型枠3に設置され、弾性を有し面型枠3とは別体である突起型枠5と、を有する型枠1を用い、面型枠3の突起型枠5側にコンクリート17を打設する工程と、コンクリート17の硬化後、面型枠3と突起型枠5を脱型する工程とを有するプレキャストコンクリート部材の製造方法が開示されている(特許文献2の特許請求の範囲の請求項1、明細書の段落[0029]~[0048]、図面の図4参照)。 Further, in Patent Document 2, a formwork 1 having a surface formwork 3 and a protruding formwork 5 which is installed on the surface formwork 3 and has elasticity and is separate from the surface formwork 3 is used. A method for manufacturing a precast concrete member having a step of placing concrete 17 on the protruding formwork 5 side of the surface formwork 3 and a step of removing the surface formwork 3 and the protruding formwork 5 after the concrete 17 is hardened. It is disclosed (see claim 1 of the scope of patent claims in Patent Document 2, paragraphs [0029] to [0048] of the specification, FIG. 4 of the drawing).

特許文献2に記載のプレキャストコンクリート部材の製造方法は、突起型枠5が面型枠3に固定されていないため、プレキャストコンクリート部材(プレテンションPC製品)に曲げ応力が伝達されて悪影響を及ぼすという問題は解消することができる。しかし、特許文献2に記載のプレキャストコンクリート部材の製造方法は、空気圧調整手段が必要な他、突起型枠5を弾性材料からなる面型枠3とは別体とする必要があり、型枠の製造コストが嵩むという問題があった。 In the method for manufacturing a precast concrete member described in Patent Document 2, since the protruding formwork 5 is not fixed to the surface formwork 3, bending stress is transmitted to the precast concrete member (pretension PC product), which has an adverse effect. The problem can be solved. However, the method for manufacturing a precast concrete member described in Patent Document 2 requires an air pressure adjusting means and requires that the protruding formwork 5 be separate from the surface formwork 3 made of an elastic material. There was a problem that the manufacturing cost was high.

特開昭62-77906号公報Japanese Unexamined Patent Publication No. 62-77906 特開2016-14290号公報Japanese Unexamined Patent Publication No. 2016-14290

そこで、本発明は、前述した問題に鑑みて案出されたものであり、その目的とするところは、凹凸を有するプレテンションPC製品の脱型時に曲げ応力が伝達されて悪影響を及ぼすおそれがなく、且つ、安価に製造可能とする可動式間隔保持具及びそれを用いたプレテンションPC製品の製造方法を提供することにある。 Therefore, the present invention has been devised in view of the above-mentioned problems, and an object thereof is that there is no possibility that bending stress is transmitted at the time of demolding a pretensioned PC product having irregularities, which has an adverse effect. Further, it is an object of the present invention to provide a movable spacing holder that can be manufactured at low cost and a method for manufacturing a pretension PC product using the movable spacing holder.

請求項1に係る可動式間隔保持具は、プレテンション方式でコンクリート製品にプレストレスを付与する際にコンクリート製品の両脇に設置されてPC鋼材の間隔を保持する間隔保持具であって、前記PC鋼材を挿通して間隔を保持する間隔保持部と、この間隔保持部を支える一対の支柱と、前記一対の支柱の脚部同士を連結する連結部と、を備え、前記間隔保持部は、前記支柱に対して上下移動自在に構成されているとともに、前記間隔保持部と前記連結部とを繋いでPC鋼材の高さを変更する高さ変更手段を有することを特徴とする。 The movable spacing holder according to claim 1 is a spacing holder that is installed on both sides of the concrete product to maintain the spacing between the PC steel materials when prestressing the concrete product by the pretension method. The space holding portion includes a space holding portion for inserting a PC steel material to hold the space, a pair of columns for supporting the space holding portion, and a connecting portion for connecting the legs of the pair of columns. It is configured to be movable up and down with respect to the support column, and is characterized by having a height changing means for connecting the space holding portion and the connecting portion to change the height of the PC steel material.

請求項2に係る可動式間隔保持具は、請求項1に係る可動式間隔保持具において、前記高さ変更手段は、手動で高さを変更可能な手動の高さ変更手段であることを特徴とする。 The movable spacing holder according to claim 2 is the movable spacing holder according to claim 1, wherein the height changing means is a manual height changing means capable of manually changing the height. And.

請求項3に係るプレテンションPC製品の製造方法は、凹凸を有するコンクリート製品にPC鋼材によりプレテンション方式でプレストレスを付与してプレテンションPC製品を製造するプレテンションPC製品の製造方法であって、前記PC鋼材を緊張する緊張工程では、前記プレテンションPC製品の凹凸がその型枠と干渉しない高さに固定式の間隔保持具を設置し、その内側に、請求項1又は2に記載の可動式間隔保持具を設置し、前記コンクリート製品の型枠付近で前記PC鋼材の張設ルートを下側に迂回して緊張するとともに、前記プレテンションPC製品を上方に持ち上げて脱型する脱型工程では、前記可動式間隔保持具の前記高さ変更手段を用いて、前記PC鋼材の高さを前記プレテンションPC製品の凹凸が前記型枠と干渉しない高さに変更して脱型することを特徴とする。 The method for manufacturing a prestressed PC product according to claim 3 is a method for manufacturing a prestressed PC product by applying prestress to a concrete product having irregularities by a prestressing method using a PC steel material to manufacture the prestressed PC product. According to claim 1 or 2, in the tensioning step of tensioning the PC steel material, a fixed spacing holder is installed at a height at which the unevenness of the prestressed PC product does not interfere with the formwork, and inside the fixed space holder. A movable spacing holder is installed, and the prestressed PC product is lifted upward to remove the mold while tensioning by bypassing the PC steel material tensioning route downward near the formwork of the concrete product. In the step, the height of the PC steel material is changed to a height at which the unevenness of the prestressed PC product does not interfere with the formwork by using the height changing means of the movable spacing holder, and the mold is removed. It is characterized by.

請求項1~3に係る発明によれば、プレテンションPC製品の脱型時にPC鋼材を介して曲げ応力など不必要な応力が作用することがなくプレテンションPC製品に悪影響がないだけでなく、型枠の制作費が嵩むことなく安価にプレテンションPC製品を製造することができる。 According to the inventions according to claims 1 to 3, not only is there no adverse effect on the prestressed PC product because unnecessary stress such as bending stress does not act on the PC steel material when the prestressed PC product is demolded. Prestressed PC products can be manufactured at low cost without increasing the production cost of the formwork.

特に、請求項2に係る発明によれば、間隔保持部と連結部との高さ変更を手動で行うことができ、油圧ジャッキなど特別な装置が必要なくなり、装置のメンテナンスやランニングコストが不要となり、さらに安価にプレテンションPC製品を製造することができる。 In particular, according to the second aspect of the present invention, the height of the space holding portion and the connecting portion can be changed manually, a special device such as a hydraulic jack is not required, and maintenance and running cost of the device are not required. Pretension PC products can be manufactured at a lower cost.

図1は、本発明の実施形態に係る可動式間隔保持具を示す図であり、(a)が正面図、(b)が平面図である。1A and 1B are views showing a movable spacing holder according to an embodiment of the present invention, in which FIG. 1A is a front view and FIG. 1B is a plan view. 図2は、同上の可動式間隔保持具を示す右側面図である。FIG. 2 is a right side view showing the movable spacing holder of the same. 図3は、本発明の実施形態に係るプレテンションPC製品の製造方法の概要を示す模式図であり、(a)が脱型前、(b)が脱型時にプレテンションPC製品を吊り上げた状態を示す図である。FIG. 3 is a schematic view showing an outline of a method for manufacturing a pretensioned PC product according to an embodiment of the present invention, in which (a) is a state in which the pretensioned PC product is lifted before demolding and (b) is a state in which the pretensioned PC product is lifted during demolding. It is a figure which shows. 図4は、図3(a)のA部拡大図である。FIG. 4 is an enlarged view of part A in FIG. 3 (a). 図5は、同上の脱型前の可動式間隔保持具の状態を示す正面図である。FIG. 5 is a front view showing the state of the movable spacing holder before demolding as above. 図6は、図3(b)のB部拡大図である。FIG. 6 is an enlarged view of part B of FIG. 3 (b). 図7は、同上の脱型時の可動式間隔保持具の状態を示す正面図である。FIG. 7 is a front view showing the state of the movable spacing holder at the time of the same demolding. 図8は、従来のプレテンションPC製品の製造方法の概要を示す模式図であり、(a)が脱型前、(b)が脱型時にプレテンションPC製品を吊り上げた状態を示す図である。8A and 8B are schematic views showing an outline of a conventional method for manufacturing a pretensioned PC product, in which FIG. 8A shows a state in which the pretensioned PC product is lifted before demolding and FIG. 8B shows a state in which the pretensioned PC product is lifted during demolding. .. 図9は、従来のプレテンションPC製品の製造方法の問題点を説明する図であり、(a)が脱型時にプレテンションPC製品を吊り上げた状態を示し、(b)がプレストレス導入時にプレテンションPC製品が固定側に移動すること示す図である。9A and 9B are views for explaining the problems of the conventional method of manufacturing a pretensioned PC product, in which FIG. 9A shows a state in which the pretensioned PC product is lifted at the time of demolding, and FIG. It is a figure which shows that a tension PC product moves to a fixed side.

以下、本発明に係る可動式間隔保持具及びプレテンションPC製品の製造方法の一実施形態について、図面を参照しながら詳細に説明する。 Hereinafter, an embodiment of a method for manufacturing a movable spacing holder and a pretension PC product according to the present invention will be described in detail with reference to the drawings.

[可動式間隔保持具]
先ず、図1,図2を用いて、本発明の実施形態に係る可動式間隔保持具1について説明する。図1は、本発明の実施形態に係る可動式間隔保持具1を示す図であり、(a)が正面図、(b)が平面図である。また、図2は、可動式間隔保持具1を示す右側面図である。
[Movable space holder]
First, the movable spacing holder 1 according to the embodiment of the present invention will be described with reference to FIGS. 1 and 2. 1A and 1B are views showing a movable spacing holder 1 according to an embodiment of the present invention, in which FIG. 1A is a front view and FIG. 1B is a plan view. Further, FIG. 2 is a right side view showing the movable spacing holder 1.

可動式間隔保持具1は、プレテンション方式でコンクリート製品(プレテンションPC製品10)にプレストレスを付与する際にプレテンションPC製品10の両脇に設置されてPC鋼材11の間隔を保持する間隔保持具である(図3も参照)。この可動式間隔保持具1は、図1,図2に示すように、左右一対のベースレール2,2と、これらのベースレール2,2上に立設され左右一対の支柱3,3と、を備えている。 The movable spacing holder 1 is installed on both sides of the pretension PC product 10 when prestress is applied to the concrete product (pretension PC product 10) by the pretension method, and is a spacing for maintaining the spacing between the PC steel materials 11. It is a holder (see also FIG. 3). As shown in FIGS. 1 and 2, the movable spacing holder 1 includes a pair of left and right base rails 2 and 2, and a pair of left and right columns 3 and 3 erected on the base rails 2 and 2. It is equipped with.

また、左右一対の支柱3,3は、両者の下端部同士を連結する鋼材からなる下部連結部4と、上部同士を連結する鋼材からなる上部連結部5と、で連結され、正面視矩形枠状に組み合わされている。 Further, the pair of left and right columns 3 and 3 are connected by a lower connecting portion 4 made of a steel material connecting the lower ends of both, and an upper connecting portion 5 made of a steel material connecting the upper portions, and are connected by a rectangular frame in front view. It is combined in a shape.

そして、左右一対の支柱3,3間には、支柱3に対して上下移動自在に構成された間隔保持部6が設けられており、間隔保持部6と下部連結部4とは、高さ変更手段であるレバーブロック(登録商標)7で高さ変更自在に連結されている。 A space holding portion 6 configured to be vertically movable with respect to the support column 3 is provided between the pair of left and right columns 3, 3, and the height of the space holding unit 6 and the lower connecting portion 4 is changed. It is connected by a lever block (registered trademark) 7 which is a means so that the height can be freely changed.

(ベースレール)
ベースレール2は、H形鋼などの鋼材からなるベースレール本体20を主体とする部材であり、ホールインアンカーなどのあと施工アンカーで製造ヤードの床に止め付けられている。PC鋼材11を介して伝達される緊張力で可動式間隔保持具1が転倒することを防止するためである。
(Base rail)
The base rail 2 is a member mainly composed of a base rail main body 20 made of a steel material such as H-shaped steel, and is fixed to the floor of a manufacturing yard by post-installed anchors such as hole-in anchors. This is to prevent the movable spacing holder 1 from tipping over due to the tension force transmitted via the PC steel material 11.

また、図2に示すように、ベースレール本体20の長手方向の中央には、支柱3が立設されているとともに、ベースレール本体20の長手方向の両端には、斜材21が取り付けられて補強されている。 Further, as shown in FIG. 2, a support column 3 is erected in the center of the base rail main body 20 in the longitudinal direction, and diagonal members 21 are attached to both ends of the base rail main body 20 in the longitudinal direction. It is reinforced.

(支柱)
支柱3は、二本の支柱鋼材30,30間に、スリット31が形成され、そのスリット31に間隔保持部6が介装されていることで、間隔保持部6が上下にスライド自在に構成されている。
(Post)
In the column 3, a slit 31 is formed between the two column steel materials 30 and 30, and the interval holding portion 6 is interposed in the slit 31, so that the interval holding portion 6 is slidably configured up and down. ing.

なお、図2に示すように、前述の斜材21が支柱鋼材30の上部にボルト接合されることで支柱3がPC鋼材11に沿って引き倒されるのを防止している。 As shown in FIG. 2, the diagonal member 21 is bolted to the upper portion of the support column steel 30 to prevent the support column 3 from being pulled down along the PC steel material 11.

(下部連結部)
下部連結部4は、鋼材からなる下部連結部本体40を備え、この下部連結部本体40が、ベースレール本体20の長手方向の中央に、ベースレール本体20と直交する方向に敷設されている。
(Lower connection part)
The lower connecting portion 4 includes a lower connecting portion main body 40 made of a steel material, and the lower connecting portion main body 40 is laid in the center of the base rail main body 20 in the longitudinal direction in a direction orthogonal to the base rail main body 20.

また、下部連結部本体40の軸線上には、レバーブロック(登録商標)7の一端を掛け止める一対のブラケット41,41が取り付けられている。このブラケット41は、ベースレール2と同様に、ホールインアンカーなどのあと施工アンカーで製造ヤードの床に止め付けられている。PC鋼材11の張設ルートを引き下げる際の反力に対抗するためである。 Further, a pair of brackets 41, 41 for hooking one end of the lever block (registered trademark) 7 are attached on the axis of the lower connecting portion main body 40. Like the base rail 2, the bracket 41 is fixed to the floor of the manufacturing yard with post-installed anchors such as hole-in anchors. This is to counter the reaction force when pulling down the tensioning route of the PC steel material 11.

(上部連結部)
上部連結部5は、図1に示すように、鋼材からなる上部連結部本体50から主に構成され、上部連結部本体50の長手方向の両端部が支柱3の支柱鋼材30に接合されている。この上部連結部本体50と支柱鋼材30との接合部の入隅は、剛性を高めるため補強プレート51で補強されている。支柱3,3、下部連結部4、上部連結部5とからなる矩形の枠体が平行四辺形状に変形するのを防止するためである。
(Upper connection part)
As shown in FIG. 1, the upper connecting portion 5 is mainly composed of an upper connecting portion main body 50 made of a steel material, and both ends of the upper connecting portion main body 50 in the longitudinal direction are joined to the supporting steel material 30 of the supporting column 3. .. The inside corner of the joint portion between the upper connecting portion main body 50 and the support steel material 30 is reinforced by a reinforcing plate 51 in order to increase the rigidity. This is to prevent the rectangular frame including the columns 3, 3 and the lower connecting portion 4 and the upper connecting portion 5 from being deformed into a parallel four-sided shape.

(間隔保持部)
間隔保持部6は、図1に示すように、溝形鋼がウェブ部で接合された間隔保持部本体60に、PC鋼材11を挿通する複数の鋼材挿通孔61が穿設された部位であり、鋼材挿通孔61の間隔でPC鋼材11の間隔を保持する機能を有している。
(Interval holding part)
As shown in FIG. 1, the space holding portion 6 is a portion where a plurality of steel material insertion holes 61 through which the PC steel material 11 is inserted are formed in the space holding portion main body 60 to which the channel steel is joined by the web portion. It has a function of maintaining the space between the PC steel materials 11 at the space between the steel material insertion holes 61.

また、間隔保持部本体60の下端には、下方に向け一対の突出ブラケット62が形成されており、この突出ブラケット62にレバーブロック(登録商標)7の一端が掛け止められている。 Further, a pair of projecting brackets 62 are formed downward at the lower end of the space holding portion main body 60, and one end of the lever block (registered trademark) 7 is hooked to the projecting brackets 62.

(高さ変更手段)
図1,図2に示すように、間隔保持部6と下部連結部4とを繋いでPC鋼材11の高さを変更する高さ変更手段としてレバーブロック(登録商標)7が設けられている。但し、本発明に係る高さ変更手段は、油圧ジャッキなど間隔保持部6と下部連結部4とを繋いで緊張力がかかった状態のPC鋼材11の張設ルートを引き下げられる手段であれば、採用することが可能である。
(Means for changing height)
As shown in FIGS. 1 and 2, a lever block (registered trademark) 7 is provided as a height changing means for connecting the space holding portion 6 and the lower connecting portion 4 to change the height of the PC steel material 11. However, the height changing means according to the present invention is any means as long as it is a means such as a hydraulic jack that connects the space holding portion 6 and the lower connecting portion 4 to pull down the tensioning route of the PC steel material 11 in a state where tension is applied. It is possible to adopt it.

しかし、本実施形態に係る高さ変更手段として例示したレバーブロック(登録商標)7やチェーンブロックのように、滑車の原理を応用し、手動で緊張力がかかった状態のPC鋼材11の張設ルートを引き下げられる手動高さ変更手段であることが好ましい。手動の装置であれば、装置のメンテナンスやランニングコストが不要となり、安価にプレテンションPC製品10を製造することができるからである。 However, like the lever block (registered trademark) 7 and the chain block exemplified as the height changing means according to the present embodiment, the principle of the pulley is applied and the PC steel material 11 in a state where tension is manually applied is stretched. It is preferable that it is a manual height changing means that can lower the route. This is because if the device is a manual device, maintenance and running costs of the device are not required, and the pretension PC product 10 can be manufactured at low cost.

[プレテンションPC製品の製造方法]
次に、図3~図7を用いて、本発明の実施形態に係るプレテンションPC製品の製造方法について説明する。図3は、本発明の実施形態に係るプレテンションPC製品の製造方法の概要を示す模式図であり、(a)が脱型前、(b)が脱型時にプレテンションPC製品を吊り上げた状態を示す図である。また、図4は、図3(a)のA部拡大図であり、図5は、図4の脱型前の可動式間隔保持具の状態を示す正面図である。そして、図6は、図3(b)のB部拡大図であり、図7は、図6の脱型時の可動式間隔保持具の状態を示す正面図である。
[Manufacturing method of pretension PC products]
Next, a method for manufacturing a pretensioned PC product according to an embodiment of the present invention will be described with reference to FIGS. 3 to 7. FIG. 3 is a schematic view showing an outline of a method for manufacturing a pretensioned PC product according to an embodiment of the present invention, in which (a) is a state in which the pretensioned PC product is lifted before demolding and (b) is a state in which the pretensioned PC product is lifted during demolding. It is a figure which shows. Further, FIG. 4 is an enlarged view of part A of FIG. 3A, and FIG. 5 is a front view showing a state of the movable spacing holder before demolding of FIG. 4. FIG. 6 is an enlarged view of part B of FIG. 3 (b), and FIG. 7 is a front view showing a state of the movable spacing holder at the time of demolding of FIG.

(緊張工程)
先ず、本実施形態に係るプレテンションPC製品の製造方法では、緊張ジャッキ等を用いて固定物12に一端が固定された状態でPC鋼材11を緊張する緊張工程を行う。
(Tension process)
First, in the method for manufacturing a pre-tensioned PC product according to the present embodiment, a tensioning step is performed in which the PC steel material 11 is tensioned with one end fixed to the fixed object 12 by using a tension jack or the like.

このとき、本実施形態に係るプレテンションPC製品の製造方法では、従来と相違して図3(a),図4,図5に示すように、凹凸を有するプレテンションPC製品10の凹凸が型枠10’と干渉しない高さに固定式の間隔保持具13を設置してPC鋼材11の張設ルートを持ち上げる(図9も参照)。そして、その内側(プレテンションPC製品10に近い側)に前述の可動式間隔保持具1を設置してPC鋼材11の張設ルートを型枠10’付近で迂回して引き下げた状態で張設して緊張する(図3(a),図4参照)。 At this time, in the method for manufacturing the pretensioned PC product according to the present embodiment, unlike the conventional method, as shown in FIGS. 3 (a), 4 and 5, the unevenness of the pretensioned PC product 10 having the unevenness is a mold. A fixed spacing holder 13 is installed at a height that does not interfere with the frame 10', and the tensioning route of the PC steel material 11 is lifted (see also FIG. 9). Then, the above-mentioned movable spacing holder 1 is installed inside the tension PC product 10 (the side close to the pretension PC product 10), and the PC steel material 11 is stretched in a state of being detoured around the formwork 10'and pulled down. And get nervous (see FIGS. 3 (a) and 4).

具体的には、前述の間隔保持部6の鋼材挿通孔61にPC鋼材11を挿通し、レバーブロック(登録商標)7を手動で縮めて間隔保持部6を下部連結部4側に引き寄せ、レバーブロック(登録商標)7でPC鋼材11の張力に対抗して下側に迂回させた状態で緊張する。 Specifically, the PC steel material 11 is inserted into the steel material insertion hole 61 of the above-mentioned spacing holding portion 6, the lever block (registered trademark) 7 is manually contracted, the spacing holding portion 6 is pulled toward the lower connecting portion 4, and the lever is used. The block (registered trademark) 7 is tense in a state of being detoured downward against the tension of the PC steel material 11.

(打設工程)
次に、本実施形態に係るプレテンションPC製品の製造方法では、プレテンションPC製品10の型枠10’内にコンクリートを打設する打設工程を行う。
(Casting process)
Next, in the method for manufacturing a pretensioned PC product according to the present embodiment, a placing step of placing concrete in the formwork 10'of the pretensioned PC product 10 is performed.

但し、本工程では、前述のように、固定式の間隔保持具13の内側に前述の可動式間隔保持具1を設置して可動式間隔保持具1を用いてPC鋼材11の高さを型枠10’付近で引き下げた状態で型枠10’内にコンクリートを打設する。 However, in this step, as described above, the movable spacing holder 1 is installed inside the fixed spacing holder 13, and the movable spacing holder 1 is used to mold the height of the PC steel material 11. Concrete is placed in the formwork 10'while it is pulled down near the frame 10'.

(脱型工程)
次に、本実施形態に係るプレテンションPC製品の製造方法では、打設したコンクリートの強度が発現した後に、門型クレーンなどの揚重機等を用いてプレテンションPC製品10を上方に持ち上げて脱型する脱型工程を行う。
(Demolding process)
Next, in the method for manufacturing a pretensioned PC product according to the present embodiment, after the strength of the placed concrete is developed, the pretensioned PC product 10 is lifted upward by using a lifting machine such as a portal crane to remove it. Perform the mold removal process.

本工程では、図3(b),図6,図7に示すように、可動式間隔保持具1のレバーブロック(登録商標)7を用いて、PC鋼材11をプレテンションPC製品10の凹凸が型枠10’と干渉しない固定式の間隔保持具13の高さに変更して脱型する。 In this step, as shown in FIGS. 3 (b), 6 and 7, the PC steel 11 is subjected to the unevenness of the pretension PC product 10 by using the lever block (registered trademark) 7 of the movable spacing holder 1. The height of the fixed spacing holder 13 that does not interfere with the mold 10'is changed and the mold is removed.

具体的には、PC鋼材11に緊張力がかかった緊張状態のままレバーブロック(登録商標)7を手動で緩めて間隔保持部6をフリーにした状態で揚重機等を用いてプレテンションPC製品10を上方に持ち上げる。 Specifically, a pretension PC product using a lifting machine or the like with the lever block (registered trademark) 7 manually loosened while the PC steel material 11 is under tension and the space holding portion 6 is freed. Lift 10 upwards.

このとき、元々、固定式の間隔保持具13でプレテンションPC製品10の凹凸が型枠10’と干渉しない高さにPC鋼材11の張設ルートを持ち上げた状態で張設して緊張しているので、PC鋼材11を引き下げていた可動式間隔保持具1の間隔保持部6をフリーとすることで、プレテンションPC製品10の上昇に従ってPC鋼材11の緊張力も緩むことになる。このため、プレテンションPC製品10を持ち上げる際にPC鋼材11を介して曲げ応力がプレテンションPC製品10に伝達されてひび割れ等の悪影響を及ぼすという問題を解消することができる。 At this time, originally, the fixed spacing holder 13 was used to stretch the pretension PC product 10 to a height at which the unevenness of the pretension PC product 10 did not interfere with the formwork 10', and stretched the stretched route of the PC steel 11 in a state of being tense. Therefore, by freeing the space holding portion 6 of the movable space holder 1 that has pulled down the PC steel material 11, the tension force of the PC steel material 11 is relaxed as the pretension PC product 10 rises. Therefore, it is possible to solve the problem that bending stress is transmitted to the pretension PC product 10 via the PC steel material 11 when the pretension PC product 10 is lifted, which has an adverse effect such as cracking.

以上説明した本実施形態に係る可動式間隔保持具1及びそれを用いたプレテンションPC製品の製造方法によれば、プレテンションPC製品10の脱型時にPC鋼材11を介して曲げ応力など不必要な応力が作用することがなくプレテンションPC製品10に悪影響がない。 According to the movable spacing holder 1 and the method for manufacturing a pretensioned PC product using the movable spacing holder 1 according to the above-described embodiment, bending stress or the like is unnecessary via the PC steel material 11 when the pretensioned PC product 10 is removed from the mold. No stress is applied and the pretension PC product 10 is not adversely affected.

その上、可動式間隔保持具1を用いたプレテンションPC製品の製造方法によれば、特許文献2のような型枠の一部を弾性体とするような製作費の高価な型枠とする必要がないため、安価にプレテンションPC製品10を製造することができる。 Moreover, according to the method for manufacturing a pretensioned PC product using the movable spacing holder 1, a mold having a high manufacturing cost such that a part of the mold is made into an elastic body as in Patent Document 2 is used. Since there is no need, the pretension PC product 10 can be manufactured at low cost.

また、可動式間隔保持具1の高さ変更手段は、手動で高さ変更が可能なレバーブロック(登録商標)7のような手動の高さ変更手段である。このため、可動式間隔保持具1によれば、油圧ジャッキなど特別な装置が必要なく、装置のメンテナンスやランニングコストが不要となり、さらに安価にプレテンションPC製品を製造することができる。 Further, the height changing means of the movable spacing holder 1 is a manual height changing means such as a lever block (registered trademark) 7 which can manually change the height. Therefore, according to the movable spacing holder 1, a special device such as a hydraulic jack is not required, maintenance of the device and running cost are not required, and a pretension PC product can be manufactured at a lower cost.

以上、本発明の実施形態に係る可動式間隔保持具1及び本発明の実施形態に係る可動式間隔保持具1を用いたプレテンションPC製品の製造方法について詳細に説明した。しかし、前述した又は図示した実施形態は、いずれも本発明を実施するにあたって具体化した一実施形態を示したものに過ぎない。よって、これらによって本発明の技術的範囲が限定的に解釈されてはならないものである。 The method of manufacturing a pretensioned PC product using the movable spacing holder 1 according to the embodiment of the present invention and the movable spacing holder 1 according to the embodiment of the present invention has been described in detail above. However, all of the above-mentioned or illustrated embodiments show only one embodiment embodied in carrying out the present invention. Therefore, the technical scope of the present invention should not be construed in a limited manner by these.

10:プレテンションPC製品
10’:型枠
11:PC鋼材
12:固定物
13:(固定式の)間隔保持具
1:可動式間隔保持具
2:ベースレール
20:ベースレール本体
21:斜材
3:支柱
30:支柱鋼材
31:スリット
4:下部連結部(連結部)
40:下部連結部本体
41:ブラケット
5:上部連結部
50:上部連結部本体
51:補強プレート
6:間隔保持部
60:間隔保持部本体
61:鋼材挿通孔
62:突出ブラケット
7:レバーブロック(登録商標)(高さ変更手段)
10: Pretension PC product 10': Formwork 11: PC steel 12: Fixed object 13: (Fixed) spacing holder 1: Movable spacing holder 2: Base rail 20: Base rail body 21: Oblique member 3 : Support 30: Support steel 31: Slit 4: Lower connecting part (connecting part)
40: Lower connecting part main body 41: Bracket 5: Upper connecting part 50: Upper connecting part main body 51: Reinforcing plate 6: Spacing holding part 60: Spacing holding part main body 61: Steel material insertion hole 62: Protruding bracket 7: Lever block (registered) Trademark) (Means for changing height)

Claims (3)

プレテンション方式でコンクリート製品にプレストレスを付与する際にコンクリート製品の両脇に設置されてPC鋼材の間隔を保持する間隔保持具であって、
前記PC鋼材を挿通して間隔を保持する間隔保持部と、この間隔保持部を支える一対の支柱と、前記一対の支柱の脚部同士を連結する連結部と、を備え、
前記間隔保持部は、前記支柱に対して上下移動自在に構成されているとともに、前記間隔保持部と前記連結部とを繋いでPC鋼材の高さを変更する高さ変更手段を有すること
を特徴とする可動式間隔保持具。
It is a spacing holder that is installed on both sides of the concrete product to maintain the spacing between the PC steel materials when prestressing the concrete product by the pretension method.
It is provided with an interval holding portion for inserting the PC steel material to hold the interval, a pair of columns for supporting the interval holding portion, and a connecting portion for connecting the legs of the pair of columns.
The space holding portion is configured to be vertically movable with respect to the support column, and is characterized by having a height changing means for connecting the space holding portion and the connecting portion to change the height of the PC steel material. Movable space holder.
前記高さ変更手段は、手動で高さを変更可能な手動の高さ変更手段であること
を徴とする請求項1に記載の可動式間隔保持具。
The movable spacing holder according to claim 1, wherein the height changing means is a manual height changing means capable of manually changing the height.
凹凸を有するコンクリート製品にPC鋼材によりプレテンション方式でプレストレスを付与してプレテンションPC製品を製造するプレテンションPC製品の製造方法であって、
前記PC鋼材を緊張する緊張工程では、前記プレテンションPC製品の凹凸がその型枠と干渉しない高さに固定式の間隔保持具を設置し、その内側に、請求項1又は2に記載の可動式間隔保持具を設置し、前記コンクリート製品の型枠付近で前記PC鋼材の張設ルートを下側に迂回して緊張するとともに、
前記プレテンションPC製品を上方に持ち上げて脱型する脱型工程では、前記可動式間隔保持具の前記高さ変更手段を用いて、前記PC鋼材の高さを前記プレテンションPC製品の凹凸が前記型枠と干渉しない高さに変更して脱型すること
を特徴とするプレテンションPC製品の製造方法。
It is a manufacturing method of a pretensioned PC product that manufactures a pretensioned PC product by applying prestress to a concrete product having irregularities by a pretension method using a PC steel material.
In the tensioning step of tensioning the PC steel material, a fixed spacing holder is installed at a height at which the unevenness of the prestressed PC product does not interfere with the formwork, and the movable device according to claim 1 or 2 is installed inside the fixed spacing holder. A formula spacing holder was installed, and the PC steel material was laid down near the formwork of the concrete product, and the tension was increased.
In the demolding step of lifting the pretensioned PC product upward and removing the mold, the height of the PC steel material is adjusted by the unevenness of the pretensioned PC product by using the height changing means of the movable spacing holder. A method for manufacturing pre-tensioned PC products, which is characterized by changing the height so that it does not interfere with the mold and removing the mold.
JP2020117291A 2020-07-07 2020-07-07 Manufacturing method for movable space holder and pretension pc product Pending JP2022014761A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2020117291A JP2022014761A (en) 2020-07-07 2020-07-07 Manufacturing method for movable space holder and pretension pc product

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2020117291A JP2022014761A (en) 2020-07-07 2020-07-07 Manufacturing method for movable space holder and pretension pc product

Publications (1)

Publication Number Publication Date
JP2022014761A true JP2022014761A (en) 2022-01-20

Family

ID=80120412

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2020117291A Pending JP2022014761A (en) 2020-07-07 2020-07-07 Manufacturing method for movable space holder and pretension pc product

Country Status (1)

Country Link
JP (1) JP2022014761A (en)

Similar Documents

Publication Publication Date Title
CN211566350U (en) Automatic demoulding device for track slab
KR101206519B1 (en) Girder making method using moving apparatus and girder support device, the girder and bridge construction method using the same
KR101956695B1 (en) The mould for fslm girder with inner mould easily removable
JP2022014761A (en) Manufacturing method for movable space holder and pretension pc product
EP1941102A1 (en) Method for pouring sleepers and formwork used therefore
JPH10339033A (en) Concrete multistory building construction device and construction method for concrete oblique post
JP2006327015A (en) Manufacturing system for precast concrete product
JP4057724B2 (en) Support structure of bridge girder in extrusion method
JP4904072B2 (en) Manufacturing method of pretension member
JP3885554B2 (en) Bridge extrusion method
JPH11256522A (en) Manufacture of pc girder and apparatus thereof
JP3177215B2 (en) Temporary jig for assembling inner mold for manufacturing outer shell PCa column member and method for assembling inner mold using the same
KR101956696B1 (en) The mould for fslm girder having variable bottom mould
JP3063104U (en) Formwork for forming hollow part of precast concrete segment
JP3425352B2 (en) Self-elevating formwork device
JPS5820771B2 (en) Method and device for demolding prestressed concrete members molded on a long bench
KR20020032487A (en) A mold supporting device of slab
KR101459207B1 (en) Form for manufacturing curved bridge
KR200378383Y1 (en) supporter for a beam mould and a slab table
KR20230049278A (en) Method for manufacturing prestressed precast hollow core slab
CN218933838U (en) Prestressed silo buttress post slip form construction device
KR20090078322A (en) Form moving apparatus
JP3289203B2 (en) Blanking formwork device for PC beam
JP3341195B2 (en) Bottom formwork mounting device
KR102012841B1 (en) Preflex girder and manufacturing method thereof

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20230607

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20240319

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20240416

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20240522