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JP2003147784A - Steel form timbering - Google Patents

Steel form timbering

Info

Publication number
JP2003147784A
JP2003147784A JP2001350258A JP2001350258A JP2003147784A JP 2003147784 A JP2003147784 A JP 2003147784A JP 2001350258 A JP2001350258 A JP 2001350258A JP 2001350258 A JP2001350258 A JP 2001350258A JP 2003147784 A JP2003147784 A JP 2003147784A
Authority
JP
Japan
Prior art keywords
concrete
pressure
bottom plate
shape steel
steel
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
JP2001350258A
Other languages
Japanese (ja)
Inventor
Akira Endo
章 遠藤
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.)
TOTO KENSETSU KK
Original Assignee
TOTO KENSETSU KK
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 TOTO KENSETSU KK filed Critical TOTO KENSETSU KK
Priority to JP2001350258A priority Critical patent/JP2003147784A/en
Publication of JP2003147784A publication Critical patent/JP2003147784A/en
Pending legal-status Critical Current

Links

Landscapes

  • Retaining Walls (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve a work space, safety, and a concrete quality at concrete placing time without requiring tension from land slide protection in a basement construction method. SOLUTION: Concrete placing time Lateral pressure from hardware (a form) assembled by a steel member for receiving and supporting the lateral pressure from one side at concrete placing time by a concrete form (a one-sided push wall) such as a basement and a retaining wall, is received by a vertical member 2 composed of H shape steel. Reaction to the concrete lateral pressure is imparted by an oblique member 3 composed of H shape steel, composed of a bottom plate member 1 and H shape steel fixed by a pressure-proof board and a bolt, and obliquely connecting the vertical member and the bottom plate member. The hardware is formed by integrally strengthening three members by a reinforcing member 5 composed of L shape steel.

Description

【発明の詳細な説明】 【0001】 【発明の属する技術分野】この発明は地下室等コンクリ
ート構造のコンクリート壁型枠に関する。 【0002】 【従来の技術】従来のコンクリート壁・片押し型枠の支
保方法は、サポ−ト支保工により片側よりコンクリート
打設時の側圧を受けていた。また、地下室外壁の場合山
留め部にセパレータを取り付け山留めから型枠を引張
り、コンクリート型枠を支保していた。 【0003】 【発明が解決しようとする課題】しかしながら、以上の
従来技術によれば、サポート支保工によって型枠を支保
する工法では、サポートで突っ張るスペースが広く必要
であり、小規模な地下室等を構築する場合、作業スペー
ス、作業者への安全、品質の確保に難点があった。ま
た、セパレータにより山留めより型枠を引っ張る工法で
はセパレータを取り付けた個所の防水が貫通され地下室
への浸水の恐れがあった。そこで、この発明は、地下室
壁型枠支保工において山留めからの引張を必要とせず、
コンクリート打設時の作業スペース、安全、コンクリー
トの品質向上を提供することを課題とする。 【0004】 【課題を解決するための手段】以上の課題を解決するた
めに、請求項1の発明は、地下室・擁護壁等コンクリー
ト型枠(片押し壁)がコンクリート打設時に片側よりの側
圧を受け支保する鋼製部材を組み立てた金物(型枠より
のコンクリート打設時における側圧をH型鋼によって構
成する垂直部材で受け、H型鋼によって構成され、耐圧
版とボルトによって固定した底版部材とH型鋼によって
構成され、垂直部材と底版部材とをナナメにつなぐ斜め
部材によってコンクリート側圧の対する反力を持たす。
また、L型鋼によって構成する補強部材によって3部材
を一体化させ強化した金物。) 【0005】 【発明の実施の形態】この発明の実施形態を、図1に示
す。請求項1の工法は、コンクリート地下室構築工法に
おいて山留め、根切り、捨てコン、鉄筋配筋までを施工
し、耐圧版配筋上に13mmの鉄筋を加工した長ナット固
定鉄筋(9)に16mmの支保工固定用埋めこみ長ナット(8)
を図1のように取り付け、長ナット下部に首下50mmほ
どの引抜きボルト(10)を溶接止した支保工固定用アンカ
ー(図2)を、図面上で配置計画を行い所定の位置に設置
する。その後に、耐圧版コンクリートを打設し、壁配
筋、内壁型枠の立込みを行い、支保工用アンカーの設置
されている個所に、ズレ止め金物(7)を設置し、耐圧版
に固定するH型鋼を加工した底版部材(1)と、コンクリ
ート打設時の型枠にかかるコンクリート側圧を受けるH
型鋼を加工した垂直部材(2)と、その側圧による垂直部
材(2)の転倒を防ぐ、H型鋼を加工した斜め部材(3)
と、底版部材(1)、垂直部材(2)、斜め部材(3)とを一
体化し強化する補強部材(4)、補強部材(5)により構成
される鋼製型枠支保工を設置する。その後に、鋼製型枠
支保工の座屈防止金物(6)を図のように取り付け、壁・
スラブのコンクリート打設準備のできたところでコンク
リートを打設する。コンクリート養生期間後、鋼製型枠
支保工を撤去し、支保工を固定していた耐圧版コンクリ
ート上のボルトを撤去しその後ボルト穴を錆の出ないよ
うモルタルで穴埋めを行う。 【0006】 【発明の効果】以上説明したように、この発明によれ
ば、型枠を支保するスペースが少なくなり、その結果施
工中、作業スペースが広く取れるようになリ、作業能率
が上がる。従来のサポート支保による工法に比べ、支保
工設置が簡易化され、計画的に作業を行える。鋼製支保
工部材と型枠との一体化により、型枠倒壊の危険がなく
なり、コンクリートを打設する際のバイブレーターの締
め固めが安心して行え、コンクリートの出来形が正確に
仕上がる。また、型枠を山留めから引張る必要がなくな
り、防水層を貫通せずにすむ。支保工固定ボルト部分
は、鋼製型枠支保工撤去後モルタルで穴埋めを行うた
め、錆の発生もない。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete wall formwork of a concrete structure such as a basement. 2. Description of the Related Art In a conventional method of supporting a concrete wall / single-pressed formwork, a lateral pressure at the time of placing concrete is applied from one side by a support method. In the case of the outer wall of the basement, a separator is attached to the retaining portion and the formwork is pulled from the retaining portion to support the concrete formwork. [0003] However, according to the above prior art, the method of supporting the formwork by the support shoring requires a large space to be stretched by the support. When constructing, there were difficulties in ensuring the work space, safety for workers, and quality. Also, in the method of pulling the formwork from the mountain retaining by the separator, the waterproofing at the place where the separator is attached penetrates, and there is a risk of flooding into the basement. Therefore, the present invention does not require tension from the mountain retaining in the basement wall form support,
It is an object to provide a work space, safety and quality improvement of concrete at the time of placing concrete. [0004] In order to solve the above-mentioned problems, the invention of claim 1 is directed to a method in which a concrete formwork (single-pressed wall) such as a basement or a supporting wall is pressed from one side during concrete placement. (A vertical member made of H-shaped steel receives side pressure when concrete is cast from the formwork, and a bottom plate member made of H-shaped steel and fixed with a pressure plate and bolts. The slanted member, which is made of a shape steel and connects the vertical member and the bottom plate member to the slug, has a reaction force against the concrete lateral pressure.
In addition, a metal member reinforced by integrating three members with a reinforcing member made of L-shaped steel. FIG. 1 shows an embodiment of the present invention. In the concrete basement construction method, the construction method of claim 1 is to carry out mounting of a mountain base, root cutting, abandoned concrete, and reinforcing bar reinforcement, and to fix a 13 mm reinforcing bar on a pressure-resistant version reinforcing bar, a long nut fixed reinforcing bar (9) has a length of 16 mm. Embedded length nut for anchoring (8)
1 as shown in Fig. 1 and anchoring the anchor (Fig. 2) to which the pull-out bolt (10) about 50mm below the neck is welded to the lower part of the long nut (Fig. 2) . After that, concrete with pressure-resistant version is cast, the wall is reinforced, and the inner wall formwork is erected, and the stopper metal (7) is installed at the place where the anchor for shoring is installed, and fixed to the pressure-resistant version Slab member (1) processed from H-shaped steel to be processed, and H that receives concrete lateral pressure applied to the formwork during concrete casting
Vertical member (2) processed from H-shaped steel and vertical member (2) processed from H-shaped steel to prevent the vertical member (2) from overturning due to lateral pressure
And a reinforcing member (4) for integrating and reinforcing the bottom plate member (1), the vertical member (2), and the oblique member (3), and a reinforcing member (5). Then, buckling prevention hardware (6) of steel form support is attached as shown in the figure,
Concrete is poured when the slab is ready for concrete placement. After the concrete curing period, the steel form supports are removed, the bolts on the pressure-resistant concrete to which the supports are fixed are removed, and then the bolt holes are filled with mortar to prevent rust. As described above, according to the present invention, the space for supporting the formwork is reduced, and as a result, a large work space can be obtained during construction, and the work efficiency is improved. Compared with the conventional method using the support support, the installation of the support work is simplified, and the work can be performed systematically. By integrating the steel support member and the formwork, there is no danger of the formwork collapsing, and the compaction of the vibrator when placing concrete can be performed with peace of mind, and the concrete can be accurately formed. Further, it is not necessary to pull the formwork from the mountain retaining, and it is not necessary to penetrate the waterproof layer. Since the shoring fixing bolts are filled with mortar after removing the steel form support, no rust is generated.

【図面の簡単な説明】 【図1】 この発明を説明する斜視図である。 【図2】 支保工固定用アンカーの斜視図である。 【図3】 この発明の実施施工例の斜視図である。 【符号の説明】 1 底版部材 2 垂直部材 3 斜め部材 4 補強部材 5 補強部材 6 坐屈防止金物 7 ズレ止め金物 8 支保工固定用埋めこみ長ナット 9 長ナット固定鉄筋 10 引き抜きボルト[Brief description of the drawings] FIG. 1 is a perspective view illustrating the present invention. FIG. 2 is a perspective view of a shoring fixing anchor. FIG. 3 is a perspective view of a working example of the present invention. [Explanation of symbols] 1 Bottom plate members 2 vertical members 3 Diagonal members 4 Reinforcement members 5 Reinforcement members 6 Buckling prevention hardware 7 Displacement stop hardware 8 Embedded length nut for anchoring 9 Reinforcing bar with long nut 10 Pull-out bolt

Claims (1)

【特許請求の範囲】 【請求項1】地下室・擁護壁等コンクリート型枠(片押
し壁)がコンクリート打設時に片側よりの側圧を受け支
保する鋼製部材を組み立てた金物(型枠よりのコンクリ
ート打設時における側圧をH型鋼によって構成する垂直
部材で受け、H型鋼によって構成され、耐圧版とボルト
によって固定した底版部材とH型鋼によって構成され、
垂直部材と底版部材とをナナメにつなぐ斜め部材によっ
てコンクリート側圧の対する反力を持たし、また、L型
鋼によって構成する補強部材によって3部材を一体化さ
せ強化した金物。)
[Claim 1] A hardware (concrete from a formwork) comprising a steel member for supporting a concrete form (one-sided wall) such as a basement and a supporting wall to receive lateral pressure from one side when placing concrete. The side pressure at the time of casting is received by a vertical member constituted by H-shaped steel, constituted by H-shaped steel, constituted by a bottom plate member fixed by pressure-resistant plates and bolts, and H-shaped steel,
A metal member that has a reaction force against concrete side pressure by an oblique member that connects a vertical member and a bottom plate member to a slug, and that three members are integrated and strengthened by a reinforcing member made of L-shaped steel. )
JP2001350258A 2001-11-15 2001-11-15 Steel form timbering Pending JP2003147784A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001350258A JP2003147784A (en) 2001-11-15 2001-11-15 Steel form timbering

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001350258A JP2003147784A (en) 2001-11-15 2001-11-15 Steel form timbering

Publications (1)

Publication Number Publication Date
JP2003147784A true JP2003147784A (en) 2003-05-21

Family

ID=19162794

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001350258A Pending JP2003147784A (en) 2001-11-15 2001-11-15 Steel form timbering

Country Status (1)

Country Link
JP (1) JP2003147784A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012237108A (en) * 2011-05-10 2012-12-06 Daifuzi Co Ltd Form buildup method and form timbering used for the method
JP5729670B1 (en) * 2014-07-07 2015-06-03 昌弘 清田 Temporary fence fixing method and anchor in soil
CN107313589A (en) * 2017-08-04 2017-11-03 上海建工五建集团有限公司 Outer wall of basement one side steel form support system and its construction method
CN107587716A (en) * 2017-09-07 2018-01-16 福建建中建设科技股份有限公司 A kind of unilateral support shuttering truss and its assembly method
CN109881899A (en) * 2019-03-18 2019-06-14 中国十七冶集团有限公司 A kind of dry wall board fixer and its application method
CN112942813A (en) * 2021-03-11 2021-06-11 中国核工业华兴建设有限公司 Adjustable single-side formwork supporting pull rod
CN116065807A (en) * 2022-11-16 2023-05-05 北京建工海亚建设工程有限公司 Construction method of single-side formwork of super-thick wall

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012237108A (en) * 2011-05-10 2012-12-06 Daifuzi Co Ltd Form buildup method and form timbering used for the method
JP5729670B1 (en) * 2014-07-07 2015-06-03 昌弘 清田 Temporary fence fixing method and anchor in soil
CN107313589A (en) * 2017-08-04 2017-11-03 上海建工五建集团有限公司 Outer wall of basement one side steel form support system and its construction method
CN107587716A (en) * 2017-09-07 2018-01-16 福建建中建设科技股份有限公司 A kind of unilateral support shuttering truss and its assembly method
CN109881899A (en) * 2019-03-18 2019-06-14 中国十七冶集团有限公司 A kind of dry wall board fixer and its application method
CN112942813A (en) * 2021-03-11 2021-06-11 中国核工业华兴建设有限公司 Adjustable single-side formwork supporting pull rod
CN116065807A (en) * 2022-11-16 2023-05-05 北京建工海亚建设工程有限公司 Construction method of single-side formwork of super-thick wall

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