JPH0516131A - Manufacturing method of precast concrete members - Google Patents

Manufacturing method of precast concrete members

Info

Publication number
JPH0516131A
JPH0516131A JP17535791A JP17535791A JPH0516131A JP H0516131 A JPH0516131 A JP H0516131A JP 17535791 A JP17535791 A JP 17535791A JP 17535791 A JP17535791 A JP 17535791A JP H0516131 A JPH0516131 A JP H0516131A
Authority
JP
Japan
Prior art keywords
section
formwork
precast concrete
gas
cross
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.)
Granted
Application number
JP17535791A
Other languages
Japanese (ja)
Other versions
JP2546086B2 (en
Inventor
Mikio Kobayashi
美亀雄 小林
Fumitoshi Sakuramoto
文敏 桜本
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP3175357A priority Critical patent/JP2546086B2/en
Publication of JPH0516131A publication Critical patent/JPH0516131A/en
Application granted granted Critical
Publication of JP2546086B2 publication Critical patent/JP2546086B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Moulds, Cores, Or Mandrels (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

(57)【要約】 【目的】 内面に中空部あるいは溝形部がある型枠兼用
のプレキャストコンクリート部材を、肉厚の均等性を確
保し、かつ生産性高く製造する。 【構成】 フープ筋等を配筋した外型枠内側に、四側辺
は剛性平板、四辺隅角部は弾性膜体からなる密閉形、断
面方形の内型枠を縮めて挿入し、その内部に気体を圧入
して所定寸法の方形断面となし、内外型枠間にコンクリ
ートを打設、硬化後に内部気体を排出して内型枠の断面
寸法を小となし脱型する。
(57) [Summary] [Purpose] To manufacture a precast concrete member that also has a hollow portion or a groove portion on the inner surface and also serves as a formwork, ensuring uniform thickness and high productivity. [Structure] Inside the outer formwork with hoop reinforcements, etc., insert the inner formwork with a rigid flat plate on the four sides and a square elastic membrane at the four side corners, and a rectangular cross section. Gas is press-fitted into to form a rectangular cross-section with a predetermined size, concrete is placed between the inner and outer molds, and after hardening, the inner gas is discharged to reduce the cross-sectional size of the inner mold and demold.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は型枠兼用の断面方形の
中空部、あるいはU形の溝形部があるプレキャストコン
クリート部材の製造法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for producing a precast concrete member having a hollow section having a square cross section or a U-shaped groove section which also serves as a mold.

【0002】[0002]

【従来の技術】断面方形の薄肉の中空部がある柱用プレ
キャスト部材、あるいは断面U形の薄肉の溝形部がある
梁用プレキャスト部材はの製造方法として従来は、凹
凸がある内型枠を用いる。メタルラスなどを用い埋め
殺す。遠心成形する。ゴムチューブなどの弾性体内
型枠を用いる等の手段があった。
2. Description of the Related Art As a method of manufacturing a column precast member having a thin hollow portion having a rectangular cross section or a beam precast member having a thin groove portion having a U-shaped cross section, conventionally, an inner frame having irregularities is used. To use. Buried using metal lath etc. Centrifuge molding. There have been means such as using an elastic body form such as a rubber tube.

【0003】しかし、上記の従来の方法には次ぎの点で
問題があった。内型枠を用いる場合、脱型が困難とな
る。特に内型枠に凹凸があると非常に困難となる。メ
タルラスを用いると製造時にノロが漏れ、品質確保上問
題がある。また、埋め殺しとなるためコスト高となる。
遠心成形するには、大規模な設備を必要とし、手軽に
製造できない。弾性体内型枠を用いる場合は、内部に
気体を入れ膨らませるために断面が丸くなり、フープ筋
等の拘束を受けても丸みが残り、均等な肉厚とはならな
い。均等な肉厚とならないと、配筋作業が精度よくでき
ず、具合が悪い。
However, the above-mentioned conventional method has the following problems. When using an inner mold, it becomes difficult to remove the mold. In particular, if the inner mold has irregularities, it becomes very difficult. If metal lath is used, slag leaks during manufacturing, which is a problem in ensuring quality. In addition, the cost is high because it is buried.
Centrifugal molding requires large-scale equipment and cannot be easily manufactured. When an elastic body form is used, the cross-section is rounded in order to inflate the gas and inflate it, and even if restrained by a hoop muscle or the like, the roundness remains and the wall thickness is not uniform. If the wall thickness is not uniform, bar arrangement work cannot be performed accurately and the condition is not good.

【0004】この発明は上記問題点に着目しなされたも
のである。その目的は中空部あるいは溝形部がある型枠
兼用のプレキャストコンクリート部材を肉厚の均等性を
確保し、かつ生産性高く製造する方法を提案するにあ
る。
The present invention has been made in view of the above problems. An object of the invention is to propose a method for manufacturing a precast concrete member having a hollow portion or a groove portion, which also serves as a formwork, with a uniform thickness and a high productivity.

【0005】[0005]

【課題を解決するための手段】このプレキャストコンク
リート部材の製造法は断面方形の中空部あるいは断面U
形の溝形部がある型枠兼用のプレキャストコンクリート
部材の製造法において、断面方形をなし四側辺は剛性平
板、四辺隅角部は可撓性材からなる密閉形の内型枠を外
型枠内の配筋内側に挿入し、その内型枠内に気体を圧入
し所定断面寸法となし、内外型枠間にコンクリートを打
設した後、内型枠内の気体を排出して隅角部を縮め内型
枠寸法を小となし脱型することを特徴とする。
This precast concrete member is manufactured by a hollow section having a rectangular cross section or a U section.
In a method of manufacturing a precast concrete member that also serves as a formwork with a groove-shaped part, a square cross section is used, four sides are rigid flat plates, and four corners are a closed inner formwork made of flexible material Insert the gas inside the rebar inside the frame, press the gas into the inner mold to make it have a predetermined cross-sectional dimension, place concrete between the inner and outer molds, and then discharge the gas from the inner mold to make the corner angle. It is characterized by shrinking the part and making the inner formwork dimension small and releasing from the mold.

【0006】[0006]

【作用】内型枠内に気体を圧入すると、四側辺は剛性平
板であるので丸くならず断面は略方形となり、外型枠内
に配筋した周囲のフープ筋あるいはスターラップ筋で拘
束されているので、所定寸法の方形断面とすることがで
きる。従って肉厚が均等で内面に凹凸がある部材を精度
を保ち製造でき、薄肉とすることもできる。内型枠内の
気体を排出、あるいは減圧排気することにより、四辺隅
角部の可撓性材を縮め、断面寸法を小となし、打設コン
クリート面と内型枠面とを剥離し、容易に脱型ができる
ので、生産性を高めることができる。
[Function] When gas is pressed into the inner mold, the four sides are rigid flat plates, so it does not become round and its cross section is square, and it is restrained by the surrounding hoop or stirrup stirrup arranged in the outer mold. Therefore, a rectangular cross section having a predetermined size can be obtained. Therefore, it is possible to manufacture a member having a uniform wall thickness and an uneven inner surface with high accuracy, and it is possible to make the member thin. By discharging the gas in the inner mold or exhausting it under reduced pressure, the flexible material at the corners of the four sides is shortened, the cross-sectional dimension is made small, and the concrete surface and the inner mold surface are separated, making it easy. Since it can be removed from the mold, productivity can be increased.

【0007】[0007]

【実施例】図1,2は実施例で用いる内型枠1であり、
断面方形で密閉形をなし、一端に気体を注入・排出する
注排気口2を備えている。内型枠1の四側辺は剛性平板
3からなりその表面には直方体形の多数の突起4があ
る。突起4は後打ちコンクリートとの一体性を確保する
ためのものであるが、設計上必要なければ無くてもよ
い。四辺隅角部は可撓性材であるゴム製の弾性膜体5で
構成されている。なお、弾性膜体5は四側辺の剛性平板
3の下面と接着積層して連続し、内型枠の四辺内面を形
成している。
EXAMPLES FIGS. 1 and 2 show an inner formwork 1 used in Examples.
It has a rectangular cross section and is of a hermetic type, and is provided with an inlet / outlet port 2 for injecting and discharging gas at one end. The four sides of the inner mold 1 are made of a rigid plate 3, and on the surface thereof are a large number of rectangular parallelepiped projections 4. The projection 4 is for ensuring the integrity with the post-cast concrete, but may be omitted if it is not necessary in design. The corners of the four sides are composed of a rubber elastic film body 5 which is a flexible material. The elastic film body 5 is bonded and laminated to the lower surfaces of the rigid flat plates 3 on the four sides to form a continuous inner surface on the four sides of the inner mold.

【0008】この内型枠1は注排気口2から気体を圧入
すると、隅角部の弾性体5が伸長し、図2のごとく所定
寸法の方形断面を形成する。内型枠1内の気体を排気、
あるいは減圧にすると、図3のごとく、隅角部の弾性膜
体5が収縮、あるいは折曲して隅角部が縮み、断面寸法
が小となる。
When gas is pressed into the inner formwork 1 from the injection / exhaust port 2, the elastic body 5 at the corner portion expands to form a rectangular cross section having a predetermined size as shown in FIG. Exhaust the gas in the inner formwork 1,
Alternatively, when the pressure is reduced, as shown in FIG. 3, the elastic film body 5 at the corner portion contracts or bends and the corner portion contracts, and the cross-sectional dimension becomes small.

【0009】この製造法で断面方形の中空部がある型枠
兼用の柱用プレキャストコンクリート部材を製造するに
は図4のごとく、断面方形の外型枠6内の周縁部に主筋
7、およびフープ筋8を配筋し、その内側に内型枠1を
縮めた状態で挿入する。挿入後、内型枠1内に気体を圧
入すると、内型枠四辺の剛性平板3はフープ筋8に拘束
されて所定寸法の方形断面となる。この状態で内外型枠
1,6間にコンクリート9を打設し、コンクリート9の
硬化をまち、図3のごとく、内型枠を縮め脱型する。な
お、図4は軸方向にコンクリートを打設する製造例を示
すが、図5に示すように外型枠の一方を開放とし、開放
面からコンクリートを打設することも可能である。図6
は得られた方形断面の中空部10があり、内面に凹凸1
1がある柱用プレキャストコンクリート部材である。
In order to manufacture a precast concrete member for a column having a hollow section having a square section by this manufacturing method, as shown in FIG. 4, a main bar 7 and a hoop are provided in a peripheral section of an outer mold section 6 having a rectangular section. The muscle 8 is arranged, and the inner formwork 1 is inserted inside the muscle 8 in a contracted state. When gas is pressed into the inner mold 1 after insertion, the rigid flat plates 3 on the four sides of the inner mold are constrained by the hoop muscles 8 to form a rectangular cross section of a predetermined size. In this state, concrete 9 is placed between the inner and outer molds 1 and 6 to cure the concrete 9, and the inner mold is contracted and demolded as shown in FIG. Although FIG. 4 shows a manufacturing example in which concrete is poured in the axial direction, it is also possible to open one of the outer molds and pour concrete from the open surface as shown in FIG. Figure 6
Has a hollow portion 10 of the obtained rectangular cross section, and the inner surface has irregularities 1
1 is a precast concrete member for a column.

【0010】同様にして図7に示す断面U形の外型6′
内に主筋7およびスターラップ12筋を配筋した後、内
型枠1を、その内側に挿入し、内外型枠1,6′間にコ
ンクリートを打設・脱型して、図8に示す断面U形の溝
形部13があり、内面に凹凸11がある梁用プレキャス
トコンクリート部材をつくることができる。
Similarly, an outer mold 6'having a U-shaped cross section shown in FIG.
After arranging the main reinforcements 7 and the stirrup 12 reinforcements inside, the inner formwork 1 is inserted into the inner formwork, and concrete is placed between the inner and outer formwork 1 and 6'and demolded, as shown in FIG. It is possible to make a precast concrete member for a beam that has a grooved portion 13 having a U-shaped cross section and has unevenness 11 on the inner surface.

【0011】また、図9に示すようにプレキャスト部材
をさかさまにしてコンクリートを打設することも可能で
ある。
Further, as shown in FIG. 9, it is possible to pour concrete by turning the precast member upside down.

【0012】上記実施例では、内型枠外周部主筋とフー
プ筋あるいはスターラップ筋を配筋したが、主筋がな
く、フープ筋あるいはスターラップ筋を配筋するのみで
もよい。
In the above embodiment, the main muscles of the outer periphery of the inner mold and the hoop muscles or the stirrup muscles are arranged. However, the main muscles may be omitted and only the hoop muscles or the stirrup muscles may be arranged.

【0013】[0013]

【発明の効果】この発明は以上の通りであり、この製造
法にすると、中空部あるいは溝形部がある型枠兼用のプ
レキャストコンクリート部材を高い精度、高い生産性を
保ち製造することができる。
The present invention is as described above, and by this manufacturing method, it is possible to manufacture a precast concrete member having a hollow portion or a grooved portion which also serves as a formwork, with high accuracy and high productivity.

【図面の簡単な説明】[Brief description of drawings]

【図1】内型枠の斜視図である。FIG. 1 is a perspective view of an inner mold.

【図2】内型枠内に気体を圧入し膨らませた状態の断面
図である。
FIG. 2 is a cross-sectional view showing a state in which gas is pressed into the inner mold to inflate it.

【図3】内型枠内の気体を排出し縮ませた状態の断面図
である。
FIG. 3 is a cross-sectional view showing a state in which gas in the inner mold is discharged and contracted.

【図4】内外型枠内にコンクリートを打設し柱用プレキ
ャストコンクリート部材を製造する状態の断面図であ
る。
FIG. 4 is a cross-sectional view showing a state in which concrete is cast in the inner and outer molds to produce a precast concrete member for a pillar.

【図5】柱用プレキャストコンクリート部材を製造する
他の態様例を示す断面図である。
FIG. 5 is a cross-sectional view showing another embodiment example of manufacturing a precast concrete member for a pillar.

【図6】製造された柱用プレキャストコンクリート部材
の斜視図である。
FIG. 6 is a perspective view of a manufactured precast concrete member for a pillar.

【図7】梁用プレキャストコンクリート部材製造用の外
型枠の斜視図である。
FIG. 7 is a perspective view of an outer mold for manufacturing a precast concrete member for a beam.

【図8】製造された梁用プレキャストコンクリート部材
の斜視図である。
FIG. 8 is a perspective view of the manufactured beam precast concrete member.

【図9】梁用プレキャストコンクリート部材を製造する
他の態様例を示す断面図である。
FIG. 9 is a cross-sectional view showing another embodiment example of manufacturing a precast concrete member for a beam.

【符号の説明】[Explanation of symbols]

1…内型枠、2…注排気口、3…剛性平板、4…突起、
5…弾性膜体、6…外型枠、7…主筋、8…フープ筋、
9…コンクリート、10…中空部、11…凹凸、12…
スターラップ筋、13…溝形部。
1 ... inner form, 2 ... injection / exhaust port, 3 ... rigid plate, 4 ... projection,
5 ... Elastic film body, 6 ... Outer form, 7 ... Main bar, 8 ... Hoop bar,
9 ... Concrete, 10 ... Hollow part, 11 ... Unevenness, 12 ...
Stirrup streak, 13 ... Groove.

Claims (1)

【特許請求の範囲】 【請求項1】 断面方形の中空部あるいは断面U形の溝
形部がある型枠兼用のプレキャストコンクリート部材の
製造法において、断面方形をなし四側辺は剛性平板、四
辺隅角部は可撓性材からなる密閉形の内型枠を外型枠内
の配筋内側に挿入し、その内型枠内に気体を圧入し所定
断面寸法となし、内外型枠間にコンクリートを打設した
後、内型枠内の気体を排出して隅角部を縮め内型枠寸法
を小となし脱型することを特徴とするプレキャストコン
クリート部材の製造法。
Claim: What is claimed is: 1. A method of manufacturing a precast concrete member that also serves as a formwork, having a hollow section with a rectangular cross section or a groove section with a U section. For the corners, insert a closed inner mold made of flexible material inside the outer mold, and press the gas into the inner mold to make it have a predetermined cross-sectional dimension. A method for producing a precast concrete member characterized by discharging gas in an inner formwork to reduce the corners and reducing the inner formwork size after the concrete is poured.
JP3175357A 1991-07-16 1991-07-16 Manufacturing method of precast concrete members Expired - Lifetime JP2546086B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3175357A JP2546086B2 (en) 1991-07-16 1991-07-16 Manufacturing method of precast concrete members

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3175357A JP2546086B2 (en) 1991-07-16 1991-07-16 Manufacturing method of precast concrete members

Publications (2)

Publication Number Publication Date
JPH0516131A true JPH0516131A (en) 1993-01-26
JP2546086B2 JP2546086B2 (en) 1996-10-23

Family

ID=15994662

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3175357A Expired - Lifetime JP2546086B2 (en) 1991-07-16 1991-07-16 Manufacturing method of precast concrete members

Country Status (1)

Country Link
JP (1) JP2546086B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011184929A (en) * 2010-03-08 2011-09-22 Rp Topla Ltd Reinforcing base module and reinforcing structure of tunnel
CN108000688A (en) * 2017-12-01 2018-05-08 中交第二航务工程局有限公司 The prefab-form of trapezoidal hollow unit and vertical method for prefabricating
CN114986692A (en) * 2022-04-06 2022-09-02 林贤然 Reinforced concrete prefabricated part forming device and using method thereof
CN115319898A (en) * 2022-08-18 2022-11-11 山东省路桥集团有限公司 Prefabricated box culvert forming device and construction method thereof
CN118617567A (en) * 2024-06-06 2024-09-10 中国建筑第八工程局有限公司 Common inner mold for prefabricated small box beams used for simply supported beams and continuous beams and construction method thereof

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102248592B (en) * 2011-07-25 2012-12-19 江苏圣乐机械有限公司 Internal mold for prefabricated plating bath
CN105946093A (en) * 2016-05-25 2016-09-21 中交第航务工程局有限公司 Fabricated part concrete substrate reserved hole template erecting technology

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62176806A (en) * 1986-01-31 1987-08-03 飛島建設株式会社 Manufacture of hollow concrete molding member
JPS62233206A (en) * 1986-04-02 1987-10-13 鹿島建設株式会社 Manufacture of precast concrete member

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62176806A (en) * 1986-01-31 1987-08-03 飛島建設株式会社 Manufacture of hollow concrete molding member
JPS62233206A (en) * 1986-04-02 1987-10-13 鹿島建設株式会社 Manufacture of precast concrete member

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011184929A (en) * 2010-03-08 2011-09-22 Rp Topla Ltd Reinforcing base module and reinforcing structure of tunnel
CN108000688A (en) * 2017-12-01 2018-05-08 中交第二航务工程局有限公司 The prefab-form of trapezoidal hollow unit and vertical method for prefabricating
CN114986692A (en) * 2022-04-06 2022-09-02 林贤然 Reinforced concrete prefabricated part forming device and using method thereof
CN115319898A (en) * 2022-08-18 2022-11-11 山东省路桥集团有限公司 Prefabricated box culvert forming device and construction method thereof
CN115319898B (en) * 2022-08-18 2023-10-17 山东省路桥集团有限公司 Prefabricated box culvert forming device and construction method thereof
CN118617567A (en) * 2024-06-06 2024-09-10 中国建筑第八工程局有限公司 Common inner mold for prefabricated small box beams used for simply supported beams and continuous beams and construction method thereof

Also Published As

Publication number Publication date
JP2546086B2 (en) 1996-10-23

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