WO2012006851A1 - 一种预应力frp筋加固的混凝土结构件 - Google Patents

一种预应力frp筋加固的混凝土结构件 Download PDF

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Publication number
WO2012006851A1
WO2012006851A1 PCT/CN2010/079577 CN2010079577W WO2012006851A1 WO 2012006851 A1 WO2012006851 A1 WO 2012006851A1 CN 2010079577 W CN2010079577 W CN 2010079577W WO 2012006851 A1 WO2012006851 A1 WO 2012006851A1
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structural member
prestressed frp
concrete
prestressed
concrete structural
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PCT/CN2010/079577
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English (en)
French (fr)
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吴智深
吴刚
岩下健太郎
蒋剑彪
张敏
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北京特希达技术研发有限公司
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Priority to US13/810,594 priority Critical patent/US9322172B2/en
Publication of WO2012006851A1 publication Critical patent/WO2012006851A1/zh

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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
    • E04C5/07—Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
    • E04C5/073—Discrete reinforcing elements, e.g. fibres
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B32—LAYERED PRODUCTS
    • B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
    • B32B13/00—Layered products comprising a a layer of water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material
    • B32B13/04—Layered products comprising a a layer of water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material comprising such water setting substance as the main or only constituent of a layer, which is next to another layer of the same or of a different material
    • B32B13/12—Layered products comprising a a layer of water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material comprising such water setting substance as the main or only constituent of a layer, which is next to another layer of the same or of a different material of synthetic resin
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B32—LAYERED PRODUCTS
    • B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
    • B32B3/00—Layered products comprising a layer with external or internal discontinuities or unevennesses, or a layer of non-planar shape; Layered products comprising a layer having particular features of form
    • B32B3/26—Layered products comprising a layer with external or internal discontinuities or unevennesses, or a layer of non-planar shape; Layered products comprising a layer having particular features of form characterised by a particular shape of the outline of the cross-section of a continuous layer; characterised by a layer with cavities or internal voids ; characterised by an apertured layer
    • B32B3/30—Layered products comprising a layer with external or internal discontinuities or unevennesses, or a layer of non-planar shape; Layered products comprising a layer having particular features of form characterised by a particular shape of the outline of the cross-section of a continuous layer; characterised by a layer with cavities or internal voids ; characterised by an apertured layer characterised by a layer formed with recesses or projections, e.g. hollows, grooves, protuberances, ribs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08—Members specially adapted to be used in prestressed constructions
    • E04C5/085—Tensile members made of fiber reinforced plastics
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E04G2023/0251—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements
    • E04G2023/0255—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements whereby the fiber reinforced plastic elements are stressed
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00—Stock material or miscellaneous articles
    • Y10T428/24—Structurally defined web or sheet [e.g., overall dimension, etc.]
    • Y10T428/24479—Structurally defined web or sheet [e.g., overall dimension, etc.] including variation in thickness
    • Y10T428/24612—Composite web or sheet
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00—Stock material or miscellaneous articles
    • Y10T428/249921—Web or sheet containing structurally defined element or component

Definitions

  • the invention relates to a concrete structural member, in particular to a concrete structural member reinforced by a prestressed FRP rib.
  • Fiber reinforced composite (FRP) ribs have the characteristics of light weight, high strength and corrosion resistance. They have been widely used as materials to replace steel strands and steel bars in civil engineering projects.
  • the embedded FRP reinforced concrete structure is its One of the main application techniques is to put the FRP rib into the pre-opened groove of the structure surface, and inject the bonding material into the groove to form a whole, thereby improving the structural performance of the reinforcement technology, in order to give full play to the high strength of the FRP rib The effect then introduced a prestressing technique.
  • This technical application of FRP bars can effectively improve the rigidity and bending and shear capacity of the structure.
  • the failure mode is not ideal, and the interface is prematurely peeled off and cracked. Such as FRP rib-bonding material interface, concrete-bonding material interface, and cracking of bonding material, concrete cracking near the groove surface, this premature failure will restrict the performance of FRP ribs.
  • the technical problem to be solved by the invention is to provide a concrete structural member reinforced with prestressed FRP ribs, which not only ensures that the FRP ribs do not have an early interface peeling damage, but also ensures that the FRP rib stress can be evenly and effectively Pass.
  • the invention comprises a prestressed FRP rib and a concrete structural member body, the prestressed FRP rib is arranged on the concrete structural member body, and an epoxy resin covering layer wrapped with a prestressed FRP rib is arranged around the prestressed FRP rib, A polymer concrete thickening layer is disposed outside the epoxy resin coating layer.
  • a groove is formed on the bottom surface of the concrete structural member, and the prestressed FRP rib is disposed in the groove; the epoxy coating layer is filled in the part of the groove, and The prestressed FRP rib is wrapped; the polymer concrete thickening layer fills the remaining grooves.
  • the polymer concrete thickening layer can be formed into a convex shape.
  • the grooves have an equal depth and width which is 1.5 times the diameter of the prestressed FRP rib.
  • the prestressed FRP rib, the epoxy resin cover layer and the polymer concrete thickening layer are disposed on the bottom surface of the concrete structural member, and the polymer concrete thickening layer will prestress the FRP rib and the epoxy
  • the resin cover layer is bonded to the bottom surface of the concrete structural member body.
  • the polymer concrete thickening layer has a convex hill shape.
  • the concrete structural member of the invention can ensure sufficient bonding strength between the FRP reinforcement material and the concrete structural member body, and the interface peeling does not occur earlier. damage. Due to the relatively high rigidity of the polymer concrete, the deformation of the epoxy resin is limited, and the uniform and effective transmission of the FRP reinforcement stress is ensured. At the same time, the polymer concrete has good bonding strength with the original concrete body, and a certain thickness of the polymer concrete thickening layer also ensures the excellent bonding performance of the interface and delays the bonding failure time of the interface.
  • the embossed polymer concrete thickening layer allows the FRP rib to have sufficient bond thickness to avoid insufficient bonding due to insufficient embedding depth.
  • Embodiment 1 is a schematic structural view of Embodiment 1 of the present invention.
  • Figure 2 is a schematic structural view of Embodiment 2 of the present invention.
  • Figure 3 is a comparison of the three test effect curves.
  • the concrete structural member reinforced by the prestressed FRP rib in this embodiment comprises a concrete structural member body 1 and a prestressed FRP rib 2.
  • a groove 1-1 is defined in the bottom surface of the concrete structural member body 1, and a prestressed FRP rib 2 is disposed in the groove 1-1.
  • the depth and width of the groove 1-1 described above are preferably equal, which is 1.5 times the diameter of the prestressed FRP rib 2.
  • An epoxy resin cover layer 3 is provided in a part of the grooves 1-1 described above.
  • the epoxy resin coating layer 3 is placed around the prestressed FRP rib 2, and the FRP rib 2 is wrapped.
  • a polymer concrete thickening layer 4 is provided in the remaining grooves 1-1.
  • the above-mentioned polymer concrete thickening layer 4 can be formed into a planar shape or a convex hill shape on the bottom surface of the concrete structural member body 1 after filling the remaining grooves 1-1.
  • the concrete structural members reinforced by the prestressed FRP bars in this embodiment include a concrete structural member body 1' and a prestressed FRP rib 2'.
  • the prestressed FRP rib 2' is disposed on the bottom surface of the concrete structural member body 1'.
  • the epoxy coating 3' is placed around the prestressed FRP rib 2' and the FRP rib 2' is wrapped.
  • a polymer concrete thickening layer 4' is disposed outside the epoxy resin cover layer 3' to bond the prestressed FRP rib 2' and the epoxy resin cover layer 3' to the bottom surface of the concrete structural member body 1'.
  • the A curve indicates that both the cover layer and the thickening layer are epoxy;
  • the B curve indicates that both the cover layer and the thickened layer are polymer concrete;
  • the curve indicates that the cover layer is an epoxy resin and the thickened layer is a polymer concrete.
  • the ultimate bearing capacity of C is higher than that of A and B.
  • the three points a, b and c in the three curves of A, B and C indicate the point at which the FRP ribs begin to bond and peel off.
  • the time at which the FRP ribs begin to bond and peel off is later than A and
  • the B-curve indicates the point at which the FRP reinforcement begins to bond and peel, that is, A and B begin to bond and peel off before the concrete is crushed, and C is after the concrete is crushed, the FRP reinforcement begins. Bonding and peeling occurs, and the ductility is good. In terms of the increase in load bearing and structural ductility, C exceeds both A and B.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

一种预应力FRP筋加固的混凝土结构件，其包括预应力FRP筋（2）和混凝土结构件本体（1），预应力FRP筋（2）布置在混凝土结构件本体（1）上，在预应力FRP筋（2）周围设置将预应力FRP筋（2）包裹的环氧树脂覆盖层（3），在环氧树脂覆盖层（3）外设置聚合物混凝土增厚层（4）。该混凝土结构件能够均匀有效地传递FRP筋的应力。

Description

一种预应力FRP筋加固的混凝土结构件 技术领域
本发明涉及一种混凝土结构件，尤其涉及一种预应力FRP筋加固的混凝土结构件。
背景技术
纤维增强复合材料（FRP）筋具有轻质、高强、耐腐蚀等特性，在土建工程中作为代替钢绞线、钢筋的材料，已经有了很大的应用，嵌入式FRP筋加固混凝土结构就是其主要应用技术之一，即将FRP筋放入结构表面预先开好的槽中，并向槽中注入粘结材料使之形成整体，以此来改善结构性能的加固技术，为充分发挥FRP筋的高强作用随后引入了预应力技术。FRP筋的这种技术应用能有效提高结构的刚度及抗弯、抗剪承载力。但其破坏模式不理想，往往发生界面过早剥离破坏、劈裂破坏。如FRP筋-粘结材料界面、混凝土-粘结材料界面，以及粘结材料劈裂、槽面附近混凝土劈裂破坏，这种过早破坏势必制约着FRP筋高强性能的发挥。
技术问题
本发明所要解决的技术问题是提供一种预应力FRP筋加固的混凝土结构件，该混凝土结构件不仅可保证FRP筋材不会较早发生界面剥离破坏，而且可保证FRP筋材应力能够均匀有效的传递。
技术解决方案
本发明包括预应力FRP筋和混凝土结构件本体，所述预应力FRP筋布置在混凝土结构件本体上，在预应力FRP筋周围设置将预应力FRP筋包裹的环氧树脂覆盖层，在所述环氧树脂覆盖层外设置聚合物混凝土增厚层。
作为本发明的一种情况，在所述混凝土结构件的底面上开设一凹槽，上述预应力FRP筋布置在上述凹槽中；所述环氧树脂覆盖层填充在上述一部分凹槽中，将预应力FRP筋包裹；所述聚合物混凝土增厚层将其余的凹槽填充。为了保证足够的粘结层厚度，聚合物混凝土增厚层可做成凸丘状。优选地，上述凹槽的深度和宽度相等，是预应力FRP筋直径的1.5倍。
作为本发明的另一种情况，所述预应力FRP筋、环氧树脂覆盖层和聚合物混凝土增厚层布置在混凝土结构件底面上，聚合物混凝土增厚层将预应力FRP筋和环氧树脂覆盖层粘结在混凝土结构件本体的底面上。优选地，所述聚合物混凝土增厚层呈凸丘状。
 有益效果
在环氧树脂覆盖层和聚合物混凝土增厚层的作用下，本发明中的混凝土结构件可保证FRP筋材与混凝土结构件本体之间具有足够的粘结强度，不会较早发生界面剥离破坏。由于聚合物混凝土刚度比较大，限制了环氧树脂的变形，保证了FRP筋材应力均匀有效的传递。同时，聚合物混凝土与原混凝土本体有很好的粘结强度，而且，一定厚度的聚合物混凝土增厚层，也保证了界面优良的粘结性能，延迟界面粘结破坏的时间。凸丘状的聚合物混凝土增厚层使FRP筋材有足够的粘结厚度，避免了嵌入深度不够导致的粘结不充分。
附图说明
图1是本发明实施例1的结构示意图；
图2是本发明实施例2的结构示意图；
图3是三种试验效果曲线对比图。
 本发明的实施方式
实施例1
如图1所示，本实施例中的预应力FRP筋加固的混凝土结构件，包括混凝土结构件本体1和预应力FRP筋2。在所述混凝土结构件本体1的底面开设一凹槽1-1，预应力FRP筋2布置在上述凹槽1-1中。
上述凹槽1-1的深度和宽度优选是相等的，是预应力FRP筋2直径的1.5倍。
在上述一部分凹槽1-1中设置环氧树脂覆盖层3。上述环氧树脂覆盖层3处于预应力FRP筋2周围，将FRP筋2包裹。在剩余的凹槽1-1中设置聚合物混凝土增厚层4。上述聚合物混凝土增厚层4将剩余的凹槽1-1填充后在混凝土结构件本体1的底面上可做成平面状或凸丘状。
实施例2
如图2所示，本实施例中的预应力FRP筋加固的混凝土结构件，包括混凝土结构件本体1'和预应力FRP筋2'。所述预应力FRP筋2'布置在混凝土结构件本体1'的底面。环氧树脂覆盖层3'处于预应力FRP筋2'周围，将FRP筋2'包裹。在所述环氧树脂覆盖层3'外设置聚合物混凝土增厚层4'，以将预应力FRP筋2'和环氧树脂覆盖层3'粘结在混凝土结构件本体1'的底面上。
如图3所示，在施加相同预应力的条件下，A曲线表示覆盖层和增厚层都是环氧树脂的情况；B曲线表示覆盖层和增厚层都是聚合物混凝土的情况；C曲线表示覆盖层是环氧树脂，增厚层是聚合物混凝土的情况。从图中可以看出，C的极限承载力较A和B高。A、B、C三种曲线中的a、b、c三点表示FRP筋材开始发生粘结剥离的时间点，其中C曲线表示的FRP筋材开始发生粘结剥离的时间点晚于A和B曲线表示的FRP筋材开始发生粘结剥离的时间点，即A和B在混凝土压碎之前，FRP筋材就开始发生粘结剥离，而C是在混凝土压碎之后，FRP筋材才开始发生粘结剥离，其延性较好。在承载和结构延性的提高程度上，C超过A和B两种情况。

Claims (6)

  1. 一种预应力FRP筋加固的混凝土结构件，其特征在于：包括预应力FRP筋和混凝土结构件本体，所述预应力FRP筋布置在混凝土结构件本体上，在预应力FRP筋周围设置将预应力FRP筋包裹的环氧树脂覆盖层，在所述环氧树脂覆盖层外设置聚合物混凝土增厚层。
  2. 根据权利要求1所述的预应力FRP筋加固的混凝土结构件，其特征在于：在所述混凝土结构件的底面上开设一凹槽，上述预应力FRP筋布置在上述凹槽中；所述环氧树脂覆盖层填充在上述一部分凹槽中，将预应力FRP筋包裹；所述聚合物混凝土增厚层将其余的凹槽填充。
  3. 根据权利要求2所述的预应力FRP筋加固的混凝土结构件，其特征在于：上述聚合物混凝土增厚层在混凝土结构件本体的底面上形成凸丘状。
  4. 根据权利要求2或3所述的预应力FRP筋加固的混凝土结构件，其特征在于：上述凹槽的深度和宽度相等，是预应力FRP筋直径的1.5倍。
  5. 根据权利要求1所述的预应力FRP筋加固的混凝土结构件，其特征在于：所述预应力FRP筋、环氧树脂覆盖层和聚合物混凝土增厚层布置在混凝土结构件底面上，聚合物混凝土增厚层将预应力FRP筋和环氧树脂覆盖层粘结在混凝土结构件本体的底面上。
  6. 根据权利要求5所述的预应力FRP筋加固的混凝土结构件，其特征在于：所述聚合物混凝土增厚层呈凸丘状。
PCT/CN2010/079577 2010-07-16 2010-12-08 一种预应力frp筋加固的混凝土结构件 WO2012006851A1 (zh)

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CN106284105A (zh) * 2016-08-17 2017-01-04 浙江省嘉维交通科技发展有限公司 一种提高承载力的桥梁加固方法
CN106149980A (zh) * 2016-08-19 2016-11-23 广东工业大学 嵌入式湿粘frp条带加固钢筋混凝土柱结构及加固方法
CN107449666B (zh) * 2017-07-28 2020-06-23 山东省建筑科学研究院有限公司 一种锚固用纤维增强复合材料的拉伸试验方法
CN110593922B (zh) * 2019-09-30 2021-06-08 新疆大学 嵌入式frp筋材加固巷道顶板的施工方法
CN116464313B (zh) * 2023-04-17 2024-01-30 中南大学 一种钢筋混凝土受弯加固构件及加固方法

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09242342A (ja) * 1996-03-08 1997-09-16 Chem Form:Kk 炭素繊維強化プラスチックシートによる構造物の補修方法
JPH10102791A (ja) * 1996-09-30 1998-04-21 Rinotetsuku:Kk コンクリート構造物の表面補強工法
US6416693B1 (en) * 1996-07-01 2002-07-09 William D. Lockwood Method of strengthening an existing reinforced concrete member
JP2003176633A (ja) * 2001-12-10 2003-06-27 Mitsubishi Kagaku Sanshi Corp コンクリート構造物のｆｒｐ補強工法
CN201460025U (zh) * 2009-07-02 2010-05-12 广厦建设集团有限责任公司 表层嵌贴frp板条或筋的混凝土构件

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0442342A (ja) 1990-06-07 1992-02-12 Koufu Nippon Denki Kk バス調停回路
US5613334A (en) * 1994-12-15 1997-03-25 Cornell Research Foundation, Inc. Laminated composite reinforcing bar and method of manufacture
US6177185B1 (en) * 1997-09-26 2001-01-23 Face International Corp. Composite concrete structure including an imide layer and method for making same

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09242342A (ja) * 1996-03-08 1997-09-16 Chem Form:Kk 炭素繊維強化プラスチックシートによる構造物の補修方法
US6416693B1 (en) * 1996-07-01 2002-07-09 William D. Lockwood Method of strengthening an existing reinforced concrete member
JPH10102791A (ja) * 1996-09-30 1998-04-21 Rinotetsuku:Kk コンクリート構造物の表面補強工法
JP2003176633A (ja) * 2001-12-10 2003-06-27 Mitsubishi Kagaku Sanshi Corp コンクリート構造物のｆｒｐ補強工法
CN201460025U (zh) * 2009-07-02 2010-05-12 广厦建设集团有限责任公司 表层嵌贴frp板条或筋的混凝土构件

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10507023B2 (en) 2016-10-19 2019-12-17 Cook Medical Technologies Llc Self-centering spiral filter

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