[go: up one dir, main page]

JP2003013459A - Foundation form made of concrete - Google Patents

Foundation form made of concrete

Info

Publication number
JP2003013459A
JP2003013459A JP2001235579A JP2001235579A JP2003013459A JP 2003013459 A JP2003013459 A JP 2003013459A JP 2001235579 A JP2001235579 A JP 2001235579A JP 2001235579 A JP2001235579 A JP 2001235579A JP 2003013459 A JP2003013459 A JP 2003013459A
Authority
JP
Japan
Prior art keywords
concrete
formwork
forms
traffic
foundation
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
JP2001235579A
Other languages
Japanese (ja)
Inventor
Kunitaka Murakami
國隆 村上
Hajime Kase
一 加瀬
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2001235579A priority Critical patent/JP2003013459A/en
Publication of JP2003013459A publication Critical patent/JP2003013459A/en
Pending legal-status Critical Current

Links

Landscapes

  • Foundations (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide forms, which need not be removed by placing concrete into forms made of concrete by using the forms and unifying placing concrete and the forms. SOLUTION: The places of foundation stones installed are excavated and floor-levelled, the forms made of concrete are mounted and back-filled, and concrete is placed in the forms, thus completing the foundation stones unified by the irregularities of the internal surface of the forms.

Description

【発明の詳細な説明】 【0001】 【発明の属する技術分野】この発明は土木工学、交通安
全施設等の基礎に関する施工方法である。 【0002】 【従来の技術】従来の交通安全施設等の基礎コンクリー
トにおいては、重さが3トンを超えるような重量物は、
設置箇所に所定の穴を掘って床均し後、木製又は鋼製の
型枠組み立て、コンクリートを打込み、養生後所定の強
度を確認、型枠の解体埋め戻しを実施して完了となるた
め、一箇所あたりの施工期間、交通規制の所要日数が1
週間から10日間程度必要であった、又基礎ブロックを
コンクリート二次製品に置き換えて使用する場合は、重
量が3トン以上となるため交通規制を行い大型クレーン
等による布設作業のため工事費の割高、交通規制等によ
る渋滞などの問題点があった。 【0003】 【発明が解決しようとする課題】この発明は今日の社会
環境、車社会で交通事故が頻繁に発生し、大きな社会問
題のひとつとなっている、限られた道路上において交通
安全施設等の基礎工事等を実施することによって、ある
一定期間、おおむね1週間から10日の間、道路幅員の
減少等により、工事区域内での交通事故発生率、交通渋
滞の増加につながっている、本発明は上述の問題点を解
決することを課題としている。 【0004】 【課題を解決するため手段】本発明は上記課題を解決す
るためコンクリート製で型枠内面に2センチ程度の凹凸
を付ける事により、打込みコンクリートと型枠が一体化
するため、型枠の取り外しを必要としない型枠を創出し
た。 【0005】 【発明の実施の形態】交通安全施設等、基礎コンクリー
トの製作においては施工箇所に所定の穴を掘り床均し
後、コンクリート製の型枠を設置、直ちに周囲を埋め戻
し現況復旧後、型枠内にコンクリートを打込むことによ
り基礎コンクリートを造り上げる事ができる。 【0006】 【実施例】一般国道での実施例を列記しますと、1例目
は案内標識の基礎コンクリートの設置ですが、大きさが
約幅3,50メートル、厚さ1,20メートル高さ1,
50メートルの基礎を、図2のコンリート製の型枠を用
いて施工した場合、掘削床均、コンクリート製の型枠設
置、埋め戻し、などの前記作業に1日、コンクリート打
込みに1日、所要日数計2日で終了する事ができ、通行
車輌、歩行者にも支障をきたすことがなかった。 【0007】2例目も一般国道での工事ですが、基礎コ
ンクリート構造物はガードケーブルの端末支柱の基礎で
すが、大きさは1例目とほぼ同様でしたが、この工事も
上記の手順で作業進め2日間で造り上げる事が出来た。 【0008】 【発明の効果】本発明によるコンクリート製の型枠を用
いて施工した場合、掘削床均し後は従来の工法と異な
り、コンクリート製の型枠設置後直ちに埋め戻す事によ
り現況復旧が出来るため、周辺道路通行車輌への長期間
にわたる、交通規制等の必要性もなくなる。 【0009】コンクリート打込み後は、型枠内面の凹凸
により一体化することによって型枠の解体取り外しの必
要もなくなるため所要日数が、今までの工法に比べ3分
の1から4分の1と短縮することが出来る。また交通規
制よる車輌の渋滞、歩行者への配慮も2日間程度で済ま
すことが出来、工事区域内での交通事故等の発生率を、
最小限にとどめることができる。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a construction method for foundations of civil engineering, traffic safety facilities and the like. 2. Description of the Related Art In conventional basic concrete for traffic safety facilities and the like, heavy objects having a weight exceeding 3 tons are required.
After digging a predetermined hole in the installation location and leveling the floor, assembling a wooden or steel formwork, driving in concrete, checking the predetermined strength after curing, dismantling and refilling the formwork to complete The construction period per site and the number of days required for traffic regulation are 1
If it is necessary to replace the foundation block with a secondary concrete product for about 10 days from a week, the weight will be 3 tons or more, so traffic will be restricted and construction costs will be higher due to laying work using large cranes etc. However, there were problems such as traffic congestion due to traffic regulations. [0003] The present invention relates to a traffic safety facility on a limited road where traffic accidents frequently occur in today's social environment and car society, which is one of the major social problems. By carrying out basic construction such as, for a certain period of time, for approximately one week to ten days, decrease of road width leads to increase of traffic accident occurrence rate, traffic jam in construction area, An object of the present invention is to solve the above-mentioned problems. In order to solve the above-mentioned problems, the present invention is made of concrete and is provided with irregularities of about 2 cm on the inner surface of the formwork, so that the poured concrete and the formwork are integrated. Created a formwork that does not require the removal of [0005] In the production of basic concrete, such as traffic safety facilities, after drilling a predetermined hole in the construction site and leveling the floor, concrete formwork is installed, the surrounding area is immediately backfilled, and the present condition is restored. The foundation concrete can be built up by driving concrete into the formwork. [0006] [Examples] When listing examples on general national highways, the first example is the installation of foundation concrete for guide signs, but the size is about 3,50 meters wide and 1,20 meters high. 1,
When a 50 meter foundation is constructed using the concrete formwork shown in Fig. 2, it takes one day for the above work such as excavation floor leveling, concrete formwork installation, backfilling, and one day for concrete pouring. It could be completed in a total of two days, and there was no hindrance to passing vehicles and pedestrians. [0007] The second example is also a construction work on a general national highway, but the foundation concrete structure is the foundation of the end support of the guard cable, but the size is almost the same as the first example. Work was completed in two days. When the concrete formwork according to the present invention is used for construction, unlike the conventional construction method after the leveling of the excavated floor, the present condition can be restored by immediately burying the concrete formwork after installation. As a result, there is no need for long-term traffic regulation or the like for vehicles traveling on nearby roads. [0009] After the concrete is cast, it becomes unnecessary to dismantle and remove the formwork by integrating it by the unevenness of the inner surface of the formwork, so that the number of days required is reduced from one-third to one-fourth of the conventional method. You can do it. In addition, traffic congestion due to traffic regulations and consideration for pedestrians can be completed in about two days, and the incidence of traffic accidents etc. in the construction area,
Can be kept to a minimum.

【図面の簡単な説明】 【図1】 本発明によるコンクリート製基礎型枠の平面
図である。 【図2】 図1の斜視図である。 【図3】 コンクリート製型枠の片断面図である。 【符号の説明】 1はコンクリート製型枠 2は型枠内面の凹凸 [図面の簡単な説明] 【図1】 本発明によるコンクリート製基礎型枠の平面
図である。 【図2】 図1の斜視図である。 【図3】 コンクリート製型枠の片断面図である。 【符号の説明】 1はコンクリート製型枠 2は型枠内面の凹凸
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a plan view of a concrete foundation form according to the present invention. FIG. 2 is a perspective view of FIG. FIG. 3 is a partial cross-sectional view of a concrete formwork. DESCRIPTION OF REFERENCE NUMERALS 1 is a concrete mold 2 is an irregularity on the inner surface of the mold [Brief description of the drawings] FIG. 1 is a plan view of a concrete foundation form according to the present invention. FIG. 2 is a perspective view of FIG. FIG. 3 is a partial cross-sectional view of a concrete formwork. [Description of Signs] 1 is a concrete formwork 2 is irregularities on the inner surface of the formwork

Claims (1)

【特許請求の範囲】 【請求項1】 コンクリート製で型枠内面に2センチ程
度の凹凸を付ける事により、打込みコンクリートと型枠
が一体化するため、型枠の取り外しを必要としない型
枠。
Claims: 1. A formwork made of concrete and having an inner surface of the formwork having an irregularity of about 2 cm, whereby the poured concrete and the formwork are integrated, so that the formwork does not need to be removed.
JP2001235579A 2001-06-27 2001-06-27 Foundation form made of concrete Pending JP2003013459A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001235579A JP2003013459A (en) 2001-06-27 2001-06-27 Foundation form made of concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001235579A JP2003013459A (en) 2001-06-27 2001-06-27 Foundation form made of concrete

Publications (1)

Publication Number Publication Date
JP2003013459A true JP2003013459A (en) 2003-01-15

Family

ID=19067002

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001235579A Pending JP2003013459A (en) 2001-06-27 2001-06-27 Foundation form made of concrete

Country Status (1)

Country Link
JP (1) JP2003013459A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006098203A1 (en) * 2005-03-14 2006-09-21 Matsushita Electric Industrial Co., Ltd. Electronic device control system and control signal transmission device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006098203A1 (en) * 2005-03-14 2006-09-21 Matsushita Electric Industrial Co., Ltd. Electronic device control system and control signal transmission device

Similar Documents

Publication Publication Date Title
CN102286921A (en) bridge widening splicing structure and construction method thereof
JP5928944B2 (en) Improvement method of abutment chest wall
JP3586864B2 (en) Underground structure construction method and elevated traffic path
US20100272509A1 (en) Traffic barrier section
CN214500241U (en) Pipeline reinforcing system
CN111501782B (en) Integrated structure of foundation pit support and construction road and construction method
JP2003013459A (en) Foundation form made of concrete
JP2001329545A (en) Bridge pier foundation construction method and floor slab for bridge pier
JP2018021300A (en) Overhung sidewalk constituent body, and construction method of overhung sidewalk using the same
CN216194328U (en) Bridge pier protection structure
JPH0258606A (en) Repair of median strip and fender block used therefor
JP3188328B2 (en) Structure of concrete precast guard fence
CN114562129A (en) Trinity reinforcing method for basement roof on crawler crane
JP4233025B2 (en) How to construct a three-dimensional intersection
CN112376351A (en) Construction method of prefabricated beam road related to mountain knife back beam terrain
CN109235169B (en) Expressway widening method at overpass
CN218880667U (en) Central separation guardrail capable of serving as portal structure foundation
CN223358305U (en) A signboard infrastructure
Thasnanipan et al. Diaphragm Wall And Barrette Construction For Thiam Ruam Mit Station Box, Mrt Chaloem Ratchamongkhon Line, Bangkok
CN215862026U (en) Underground pipeline protection structure
CN114606976B (en) Assembled anti-seismic energy-dissipation type channel structure crossing sensitive structures
Li et al. Study on anti-collision behavior of new precast concrete curb components in a highway tunnel
Loux et al. Rebuilding an interstate in 12 days
CN219793954U (en) Old urban drainage pipeline slot concrete dado supporting construction
CN216689000U (en) Culvert type combined bridge abutment