CN114607098B8 - 一种现浇混凝土墙体裂缝控制装置及方法 - Google Patents

一种现浇混凝土墙体裂缝控制装置及方法 Download PDF

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Publication number
CN114607098B8
CN114607098B8 CN202210237334.5A CN202210237334A CN114607098B8 CN 114607098 B8 CN114607098 B8 CN 114607098B8 CN 202210237334 A CN202210237334 A CN 202210237334A CN 114607098 B8 CN114607098 B8 CN 114607098B8
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elastic piece
concrete
spiral elastic
stressing
cast
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CN114607098B (zh
CN114607098A (zh
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陈钊锋
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Quzhou University
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Quzhou University
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/18—Spacers of metal or substantially of metal

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Building Environments (AREA)

Abstract

本发明涉及建筑工程技术领域，具体地说，公开了一种现浇混凝土墙体裂缝控制装置及方法。其包括多个预应力组件，任一预应力组件用于沿横向或竖向设于混凝土内，相邻预应力组件间形成间隔；预应力组件包括螺旋弹力件，螺旋弹力件截面为长方形且沿圆柱螺旋线延伸；螺旋弹力件处设调节机构，调节机构用于对螺旋弹力件的拉伸长度进行调节；螺旋弹力件的两端通过限位机构与调节机构配合，限位机构用于仅对螺旋弹力件的收缩进行限制。本发明提供了一种现浇混凝土墙体裂缝控制装置。其能够实现减少混凝土在硬化过程中墙体裂缝的产生的功能，解决了混凝土在硬化过程中易产生开裂的问题，达到了提升浇筑墙体结构物承载能力、耐久性和防水性的效果。
CN202210237334.5A 2022-03-10 2022-03-10 一种现浇混凝土墙体裂缝控制装置及方法 Active CN114607098B8 (zh)

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CN114607098A CN114607098A (zh) 2022-06-10
CN114607098B CN114607098B (zh) 2023-08-08
CN114607098B8 true CN114607098B8 (zh) 2023-08-25

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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005023766A (ja) * 2003-07-03 2005-01-27 Kyoto Supeesaa:Kk 折りたたみ式鉄筋結束用伸縮性結束線
JP2005220554A (ja) * 2004-02-04 2005-08-18 Railway Technical Res Inst スパイラルフープ筋を用いた軸方向へのプレストレスト構造のコンクリート構造物の構築方法及びそのコンクリート構造物
CN203022002U (zh) * 2012-12-28 2013-06-26 中铁二十四局集团有限公司 大体积混凝土快速散热装置
CN105421252A (zh) * 2015-11-20 2016-03-23 同济大学 一种基于双向预应力的桥梁无缝拓宽拼接缝及实现方法
CN205804767U (zh) * 2016-06-30 2016-12-14 何相华 一种预应力螺旋弹簧钢筋
CN108252450A (zh) * 2018-03-27 2018-07-06 长春工程学院 一种组合式混凝土保温复合墙板
KR20190142639A (ko) * 2018-06-18 2019-12-27 주식회사정양에스지 전단 철근이 압축 부재를 관통하는 열교 차단 단열재
CN112343043A (zh) * 2020-11-11 2021-02-09 福州盛世凌云环保科技有限公司 一种横向并进抓着式混凝土桩及其锚固沉桩方法

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005023766A (ja) * 2003-07-03 2005-01-27 Kyoto Supeesaa:Kk 折りたたみ式鉄筋結束用伸縮性結束線
JP2005220554A (ja) * 2004-02-04 2005-08-18 Railway Technical Res Inst スパイラルフープ筋を用いた軸方向へのプレストレスト構造のコンクリート構造物の構築方法及びそのコンクリート構造物
CN203022002U (zh) * 2012-12-28 2013-06-26 中铁二十四局集团有限公司 大体积混凝土快速散热装置
CN105421252A (zh) * 2015-11-20 2016-03-23 同济大学 一种基于双向预应力的桥梁无缝拓宽拼接缝及实现方法
CN205804767U (zh) * 2016-06-30 2016-12-14 何相华 一种预应力螺旋弹簧钢筋
CN108252450A (zh) * 2018-03-27 2018-07-06 长春工程学院 一种组合式混凝土保温复合墙板
KR20190142639A (ko) * 2018-06-18 2019-12-27 주식회사정양에스지 전단 철근이 압축 부재를 관통하는 열교 차단 단열재
CN112343043A (zh) * 2020-11-11 2021-02-09 福州盛世凌云环保科技有限公司 一种横向并进抓着式混凝土桩及其锚固沉桩方法

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CN114607098A (zh) 2022-06-10

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CI03 Correction of invention patent
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Correction item: Patentee

Correct: Quzhou University

False: Chen Zhaofeng

Number: 32-01

Page: The title page

Volume: 39

Correction item: Patentee

Correct: Quzhou University

False: Chen Zhaofeng

Number: 32-01

Volume: 39

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