JP2546086B2 - Manufacturing method of precast concrete members - Google Patents

Manufacturing method of precast concrete members

Info

Publication number
JP2546086B2
JP2546086B2 JP3175357A JP17535791A JP2546086B2 JP 2546086 B2 JP2546086 B2 JP 2546086B2 JP 3175357 A JP3175357 A JP 3175357A JP 17535791 A JP17535791 A JP 17535791A JP 2546086 B2 JP2546086 B2 JP 2546086B2
Authority
JP
Japan
Prior art keywords
section
mold
precast concrete
manufacturing
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.)
Expired - Lifetime
Application number
JP3175357A
Other languages
Japanese (ja)
Other versions
JPH0516131A (en
Inventor
美亀雄 小林
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)

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ものである。
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 rectangular 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の製造方法としては、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 for 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, an inner mold having irregularities is used. Buried using a metal lath.
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には、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、配筋作業を精度良く行
なうことができず、具合が悪い。
However, the above conventional method has the following problems. When an inner mold is used, 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. In the case of using an elastic body form, the cross section becomes round in order to inflate gas and inflate, 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, the work of arranging can not 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ことに
ある。
The present invention has been made in view of the above problems. It is an object of the present invention 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各側
辺の全面におよぶ各剛性平板、四辺隅角部は各可撓性材
からなる密閉型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加圧して所定断面寸法
となし、内外型枠間にコンクリートを打設した後、内型
枠内の気体を排気して減圧することで、隅角部を縮めて
前記四側辺の内方側とし、内型枠寸法を小として脱型す
ることを特徴とする。
This method for producing a precast concrete member is a method for producing a precast concrete member that also serves as a mold having a hollow portion having a square cross section or a groove portion having a U-shaped cross section. Each side is a rigid flat plate that covers the entire surface of each side, and the corners of the four sides are sealed inner molds made of flexible materials. After pressurizing and pressurizing gas into a predetermined cross-sectional size, after placing concrete between the inner and outer molds, exhausting the gas in the inner mold to reduce the pressure, the corners are contracted and the four sides It is characterized in that it is located on the inner side of the side, and the inner formwork dimension is small to remove the mold.

【0006】[0006]

【作用】内型枠内に気体を圧入して加圧すると、四側辺
はその全面が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気して減圧することによ
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とを剥離し、容易に脱
型できるので、生産性を高めることができる。
[Function] When gas is pressed into the inner mold to pressurize it, the four sides are not round because the entire surface is a rigid flat plate, and the cross section is almost square. The hoop muscles around the outer mold are arranged. Alternatively, since it is constrained by stirrup streaks, a rectangular cross section with a predetermined size can be obtained. Therefore, it is possible to manufacture a member having a uniform thickness and an uneven inner surface with high accuracy, and it is possible to make the member thin. By exhausting the gas in the inner formwork to reduce the pressure, the flexible material at the corners of the four sides is contracted, the cross-sectional dimensions are made small, and the concrete surface and the inner formwork are peeled off and easily removed. Since it can be molded, productivity can be increased.

【0007】[0007]

【実施例】図1および図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、一端に気体の注気お
よび排気が行なえる注排気口2を備えている。内型枠1
の四側辺は、側辺全面におよぶ各剛性平板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1の四辺内面を形成し
ている。
1 and 2 show an inner formwork 1 used in the embodiment.
It has a rectangular cross section and is hermetically sealed, and has an inlet / outlet port 2 for injecting and exhausting gas at one end. Inner formwork 1
The four sides of each are composed of rigid plates 3 extending over the entire side,
On its surface, there are many projections 4 in the shape of a rectangular parallelepiped. Protrusion 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 adhesively laminated with the lower surfaces of the rigid flat plates 3 on the four sides to be continuous, and forms the inner surfaces of the four sides of the inner mold 1.

【0008】この内型枠1は、注排気口2から気体を注
気して加圧すると、隅角部の弾性膜体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
の気体を排気して減圧すると、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。
In this inner mold 1, when the gas is injected from the injection / exhaust port 2 and pressurized, the elastic film body 5 at the corner portion expands,
A rectangular cross section having a predetermined size is formed. When the gas in the inner mold 1 is exhausted and decompressed, the elastic film body 5 at the corner portion contracts or bends to shrink the corner portion, and the cross-sectional dimension becomes small, as shown in FIG.

【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
の硬化を待ち、図3のごとく、内型枠1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11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 that also serves as a formwork having a hollow section with a rectangular cross section by this manufacturing method, as shown in FIG. 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 with a predetermined size. In this state, concrete 9 is placed between the inner and outer molds 1 and 6, and the concrete 9
After curing, the inner formwork 1 is contracted and released from the mold as shown in FIG. Although FIG. 4 shows a manufacturing example in which concrete is poured in the axial direction, as shown in FIG. 5, it is possible to open one of the outer molds and pour concrete from the open surface. FIG. 6 shows a precast concrete member for a column having the obtained hollow section 10 having a rectangular cross section and having unevenness 11 on the inner surface.

【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筋12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9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
ンクリート部材を作ることができる。また、図9に示す
ようにプレキャスト部材を逆さまにしてコンクリートを
打設することも可能である。
Similarly, an outer mold 6 having a U-shaped cross section shown in FIG.
After Haisuji the main reinforcement 7 and the stirrup muscle 12 in ', the inner mold 1 is inserted into the inside, concrete 9 between the inner and outer mold 1,6 Da設, and demolding 8 It is possible to make a precast concrete member for a beam that has a grooved portion 13 having a U-shaped cross section as shown and has unevenness 11 on the inner surface. Further, as shown in FIG. 9, it is also possible to invert the precast member and cast concrete.

【0011】なお、前述した実施例では、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-mentioned embodiment, the inner main frame outer peripheral main bar and the hoop or stirrup bar are arranged.
There may be no main muscle and only the hoop muscle or stirrup muscle may be arranged.

【0012】[0012]

【発明の効果】この発明は、以上の通りであり、この製
造法によると、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、高い精度や高い生産
性を保って製造することができる。
The present invention is as described above, and according to this manufacturing method, it is possible to manufacture a precast concrete member having a hollow portion or a groove portion, which also serves as a formwork, with high accuracy and high productivity. You can

【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 of 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気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 the gas in the inner mold is exhausted and contracted.

【図4】内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 an inner mold 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】柱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 formwork for manufacturing a precast concrete member for a pillar.

【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 precast concrete member for a beam.

【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 example of a method for 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 part.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【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各側辺の全面
におよぶ各剛性平板、四辺隅角部は各可撓性材からなる
密閉型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加圧して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
を排気して減圧することで、隅角部を縮めて前記四側辺
の内方側とし、内型枠寸法を小として脱型することを特
徴とするプレキャストコンクリート部材の製造法。
1. A method of manufacturing a precast concrete member which also has a hollow section having a square cross section or a groove section having a U section, and which is a rigid flat plate having a square section and four sides extending over the entire surface of each side. , The corners of the four sides are inserted into the inner mold of the closed mold made of each flexible material inside the outer mold, and gas is pressed into the inner mold to pressurize and the prescribed cross-section is not obtained. After placing concrete between the inner and outer molds, the gas in the inner mold is exhausted and decompressed to shrink the corners to the inner side of the four sides and reduce the inner mold dimensions. A method for manufacturing a precast concrete member, which comprises demolding as a mold.
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 JPH0516131A (en) 1993-01-26
JP2546086B2 true 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 (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102248592A (en) * 2011-07-25 2011-11-23 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

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* 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
CN114986692B (en) * 2022-04-06 2024-09-06 保定图腾水泥制品制造有限公司 Reinforced concrete prefabricated member forming device and use 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

Family Cites Families (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 (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102248592A (en) * 2011-07-25 2011-11-23 江苏圣乐机械有限公司 Internal mold for prefabricated plating bath
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

Also Published As

Publication number Publication date
JPH0516131A (en) 1993-01-26

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