CN107053702A - Steel member reinforcement process based on vacuum suction method - Google Patents
Steel member reinforcement process based on vacuum suction method Download PDFInfo
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- CN107053702A CN107053702A CN201710307099.3A CN201710307099A CN107053702A CN 107053702 A CN107053702 A CN 107053702A CN 201710307099 A CN201710307099 A CN 201710307099A CN 107053702 A CN107053702 A CN 107053702A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 27
- 239000010959 steel Substances 0.000 title claims abstract description 27
- 238000000034 method Methods 0.000 title claims abstract description 26
- 230000002787 reinforcement Effects 0.000 title claims abstract description 25
- 239000011347 resin Substances 0.000 claims abstract description 47
- 229920005989 resin Polymers 0.000 claims abstract description 47
- 239000004744 fabric Substances 0.000 claims abstract description 21
- 239000000565 sealant Substances 0.000 claims abstract description 7
- 239000000835 fiber Substances 0.000 claims abstract description 6
- 238000002347 injection Methods 0.000 claims description 14
- 239000007924 injection Substances 0.000 claims description 14
- 239000003795 chemical substances by application Substances 0.000 claims description 3
- 238000003756 stirring Methods 0.000 claims description 3
- 229920006387 Vinylite Polymers 0.000 claims 3
- 229920004933 Terylene® Polymers 0.000 claims 2
- 230000000740 bleeding effect Effects 0.000 claims 2
- 230000002093 peripheral effect Effects 0.000 claims 2
- 239000005020 polyethylene terephthalate Substances 0.000 claims 2
- 230000003014 reinforcing effect Effects 0.000 claims 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims 1
- VGGSQFUCUMXWEO-UHFFFAOYSA-N Ethene Chemical compound C=C VGGSQFUCUMXWEO-UHFFFAOYSA-N 0.000 claims 1
- 229910052799 carbon Inorganic materials 0.000 claims 1
- 239000012530 fluid Substances 0.000 claims 1
- 230000001771 impaired effect Effects 0.000 claims 1
- 238000007789 sealing Methods 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims 1
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 abstract description 15
- 229920002554 vinyl polymer Polymers 0.000 abstract description 15
- 239000000463 material Substances 0.000 abstract description 8
- 229920000728 polyester Polymers 0.000 abstract description 7
- 229920000049 Carbon (fiber) Polymers 0.000 abstract description 4
- 239000004917 carbon fiber Substances 0.000 abstract description 4
- 239000003733 fiber-reinforced composite Substances 0.000 abstract description 4
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 abstract description 4
- 238000003912 environmental pollution Methods 0.000 abstract description 3
- 230000035515 penetration Effects 0.000 abstract description 2
- 238000000605 extraction Methods 0.000 description 4
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- 239000011151 fibre-reinforced plastic Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 239000012790 adhesive layer Substances 0.000 description 1
- 239000004918 carbon fiber reinforced polymer Substances 0.000 description 1
- 238000013329 compounding Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000002657 fibrous material Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C70/00—Shaping composites, i.e. plastics material comprising reinforcements, fillers or preformed parts, e.g. inserts
- B29C70/04—Shaping composites, i.e. plastics material comprising reinforcements, fillers or preformed parts, e.g. inserts comprising reinforcements only, e.g. self-reinforcing plastics
- B29C70/28—Shaping operations therefor
- B29C70/30—Shaping by lay-up, i.e. applying fibres, tape or broadsheet on a mould, former or core; Shaping by spray-up, i.e. spraying of fibres on a mould, former or core
- B29C70/36—Shaping by lay-up, i.e. applying fibres, tape or broadsheet on a mould, former or core; Shaping by spray-up, i.e. spraying of fibres on a mould, former or core and impregnating by casting, e.g. vacuum casting
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C70/00—Shaping composites, i.e. plastics material comprising reinforcements, fillers or preformed parts, e.g. inserts
- B29C70/68—Shaping composites, i.e. plastics material comprising reinforcements, fillers or preformed parts, e.g. inserts by incorporating or moulding on preformed parts, e.g. inserts or layers, e.g. foam blocks
- B29C70/74—Moulding material on a relatively small portion of the preformed part, e.g. outsert moulding
- B29C70/76—Moulding on edges or extremities of the preformed part
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Composite Materials (AREA)
- Mechanical Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
一种基于真空负压法的钢构件加固工艺步骤是,在受损钢构件需要加固区域周边涂好密封胶,依次铺上碳纤维布、涤纶脱模布和导流乙烯网布;再铺上真空袋,设置树脂注入口和抽气口,打开真空泵抽真空,当树脂容器内的乙烯基树脂流满真空袋时,让内部树脂浸润纤维,乙烯基树脂充分固化后,撕去涤纶脱模布后完成加固。本发明通过乙烯基树脂的流动及渗透实现利用纤维增强复合材料布加固钢构件,本方法加固钢构件纤维增强复合材料的纤维层数可根据需要设计与铺设,且能够较好的贴合加固面,适用于复杂曲面钢结构的加固,其工艺简单、容易操作、无环境污染、成本较低,且加固后的界面力学性能优异。
A steel member reinforcement process based on the vacuum negative pressure method is to apply sealant around the area where the damaged steel member needs to be reinforced, and then spread carbon fiber cloth, polyester release cloth and diversion vinyl mesh cloth in sequence; When the vinyl resin in the resin container is filled with the vacuum bag, let the inner resin infiltrate the fiber. After the vinyl resin is fully cured, tear off the polyester release cloth and complete. reinforcement. The present invention realizes the use of fiber reinforced composite material cloth to reinforce steel members through the flow and penetration of vinyl resin. The number of fiber layers of fiber reinforced composite materials for steel members reinforced by this method can be designed and laid according to needs, and can better fit the reinforcement surface , suitable for reinforcement of complex curved steel structures, its process is simple, easy to operate, no environmental pollution, low cost, and the interface mechanical properties after reinforcement are excellent.
Description
技术领域technical field
本发明涉及钢筋混凝土结构加固工艺,尤其是一种基于真空负压法的钢构件加固工艺。The invention relates to a reinforced concrete structure reinforcement technology, in particular to a steel member reinforcement technology based on a vacuum negative pressure method.
背景技术Background technique
钢结构因其具有高强质轻、材质均匀、各向同性、高韧性、制造简便、易于工业化生产以及生产周期短等特点,被用于如桥梁、大跨度建筑物、构筑物、海岸和近海工程、石油化工用压力容器、管道、塔桅等。随着经济的高速发展,尤其是大量工业用厂房建设以及一些大型场馆建设都需要大量的钢结构。在设计、制造、施工过程中可能产生各种缺陷,在使用中因超载、锈蚀、疲劳等原因会引起结构的损伤累积,从而影响结构的安全。传统的钢结构加固方法是将钢板焊接、螺栓连接、铆接或者将CFRP粘接到原结构的损伤部位,这些方法虽在一定程度上改善了原结构缺陷部位受力状况,但同时给结构带来一些新的问题,如产生新的损伤和焊接残余应力或因界面脱粘等。除此之外,由于钢结构材料自身以及结构的特点,其材料的腐蚀以及屈曲失稳破坏是其重要的破坏形式。Steel structures are used in bridges, long-span buildings, structures, coastal and offshore engineering, Petrochemical pressure vessels, pipelines, tower masts, etc. With the rapid development of the economy, especially the construction of a large number of industrial plants and some large venues require a large number of steel structures. Various defects may occur in the process of design, manufacture, and construction. In use, due to overload, corrosion, fatigue and other reasons, the damage of the structure will be accumulated, thus affecting the safety of the structure. The traditional steel structure reinforcement method is to weld steel plates, bolts, rivet or bond CFRP to the damaged parts of the original structure. Some new problems, such as new damage and welding residual stress or debonding due to the interface, etc. In addition, due to the characteristics of the steel structure material itself and its structure, the corrosion of its material and buckling instability failure are its important failure forms.
纤维增强复合材料(Fiber Reinforced Polymer,简称FRP)是由纤维材料与基体材料按一定比例混合并经过一定工艺复合形成的高性能新型结构材料,具有轻质高强、抗疲劳、耐腐蚀和施工成型方便等显著优点,最早用于军工和航空航天领域。在土木工程目前采用的是将FRP布外贴于构件受拉或受剪表面区,但这种加固方法中得到较多应用,成为混凝土、钢材等传统结构材料的重要补充,但这种手工粘贴的最大缺点就是粘贴过程中多余树脂胶的滴漏且用手工滚压的使粘接界面胶层厚薄不均匀及加固后的结构表面平整度差。Fiber Reinforced Polymer (FRP) is a high-performance new structural material formed by mixing fiber materials and matrix materials in a certain proportion and compounding them through a certain process. It has light weight, high strength, fatigue resistance, corrosion resistance and convenient construction. And other significant advantages, it was first used in military and aerospace fields. In civil engineering, FRP cloth is currently applied to the tension or shear surface area of the component, but this reinforcement method has been widely used and has become an important supplement to traditional structural materials such as concrete and steel. However, this manual paste The biggest disadvantage of this method is the dripping of excess resin glue during the pasting process and the uneven thickness of the adhesive layer at the bonding interface due to manual rolling and the poor surface smoothness of the reinforced structure.
发明内容Contents of the invention
本发明的目的就是提供一种操作简单、成本低、无环境污染,加固后界面力学性能优异的基于真空负压法的钢构件加固工艺。The object of the present invention is to provide a steel member reinforcement process based on vacuum negative pressure method, which is simple in operation, low in cost, free from environmental pollution, and has excellent interface mechanical properties after reinforcement.
本发明的基于真空负压法的钢构件加固工艺,包括以下步骤:The steel component reinforcement process based on the vacuum negative pressure method of the present invention comprises the following steps:
1、将受损钢构件表面的生锈部分擦除并清理干净,在需要加固区域周边涂好密封胶;1. Erase and clean the rusty part on the surface of the damaged steel component, and apply sealant around the area that needs to be reinforced;
2、根据加固中心区域厚,旁边薄的原则铺碳纤维布,并依次铺上涤纶脱模布和导流乙烯网布;2. Spread carbon fiber cloth according to the principle that the reinforcement center area is thick and the sides are thin, and then lay polyester release cloth and diversion vinyl mesh cloth in turn;
3、再铺上真空袋,真空袋与需要加固区域上下周边的密封胶相连,并设置树脂注入口和抽气口,检查真空袋的气密性,确保真空袋隔开区域气密性良好;3. Lay the vacuum bag again, the vacuum bag is connected with the sealant around the upper and lower sides of the area that needs to be reinforced, and set the resin injection port and the air extraction port to check the air tightness of the vacuum bag to ensure that the air tightness of the separated area of the vacuum bag is good;
4、给乙烯基树脂加入1-3%比例的固化剂并搅拌均匀,在树脂注入口与树脂容器之间安装PE管,PE管上设置树脂注入阀门,抽气口通过PE管与树脂收集器相连,树脂收集器同时与真空泵连接;4. Add 1-3% curing agent to the vinyl resin and stir evenly. Install a PE pipe between the resin injection port and the resin container, set a resin injection valve on the PE pipe, and connect the air suction port to the resin collector through the PE pipe. , the resin collector is connected with the vacuum pump at the same time;
5、关闭树脂注入阀门,打开真空泵抽真空后,再打开树脂注入阀门,当树脂容器内的乙烯基树脂流满真空袋时,关闭真空泵,让内部树脂充分浸润纤维;5. Close the resin injection valve, turn on the vacuum pump to evacuate, and then open the resin injection valve. When the vinyl resin in the resin container is full of the vacuum bag, turn off the vacuum pump to allow the internal resin to fully infiltrate the fiber;
6、乙烯基树脂充分固化后,撕去涤纶脱模布后完成钢构件的加固。6. After the vinyl resin is fully cured, the reinforcement of the steel components is completed after the polyester release cloth is torn off.
本发明的基于真空负压法的钢构件加固工艺,通过乙烯基树脂的流动及渗透实现利用纤维增强复合材料布加固钢构件,本方法加固钢构件纤维增强复合材料的纤维层数可根据需要设计与铺设,且能够较好的贴合加固面,适用于复杂曲面钢结构的加固,其工艺简单、容易操作、无环境污染、成本较低,且加固后的界面力学性能优异。The steel component reinforcement process based on the vacuum negative pressure method of the present invention realizes the reinforcement of steel components with fiber reinforced composite material cloth through the flow and penetration of vinyl resin, and the number of fiber layers of fiber reinforced composite materials for reinforcing steel components in this method can be designed according to needs It is suitable for the reinforcement of complex curved steel structures. Its process is simple, easy to operate, no environmental pollution, low cost, and the interface mechanical properties after reinforcement are excellent.
附图说明Description of drawings
图1为本发明的工艺结构示意图;Fig. 1 is the technical structure schematic diagram of the present invention;
1、乙烯基树脂,2、树脂容器,3、树脂注入阀门,4、PE管, 5、树脂注入口,6、抽气口,7、树脂收集器,8、抽气阀门,9、真空泵,10、受损钢构件,11、密封胶,12、碳纤维布,13、涤纶脱模布,14、导流乙烯网布,15、真空袋。1. Vinyl resin, 2. Resin container, 3. Resin injection valve, 4. PE pipe, 5. Resin injection port, 6. Air extraction port, 7. Resin collector, 8. Air extraction valve, 9. Vacuum pump, 10 , Damaged steel components, 11, sealant, 12, carbon fiber cloth, 13, polyester release cloth, 14, diversion vinyl mesh, 15, vacuum bag.
具体实施方式detailed description
一种基于真空负压法的钢构件加固工艺,包括以下步骤:A steel component reinforcement process based on a vacuum negative pressure method, comprising the following steps:
1、将受损钢构件10表面的生锈部分擦除并清理干净,在需要加固区域周边涂好密封胶11;1. Wipe and clean the rusty part on the surface of the damaged steel member 10, and apply sealant 11 around the area to be reinforced;
2、根据加固中心区域厚,旁边薄的原则铺碳纤维布12,并依次铺上涤纶脱模布13和导流乙烯网布14;2. Spread carbon fiber cloth 12 according to the principle that the reinforcement center area is thick and the sides are thin, and then lay polyester release cloth 13 and diversion vinyl mesh cloth 14 in sequence;
3、再铺上真空袋15,真空袋15与需要加固区域周边的密封胶11相连,并设置树脂注入口5和抽气口6,检查真空袋15的气密性,确保真空袋15隔开区域气密性良好;3. Lay the vacuum bag 15 again, the vacuum bag 15 is connected with the sealant 11 around the area to be reinforced, and set the resin injection port 5 and the air extraction port 6, check the airtightness of the vacuum bag 15, and ensure that the vacuum bag 15 separates the area Good air tightness;
4、给乙烯基树脂1加入1-3%比例的固化剂并搅拌均匀,在树脂注入口5与树脂容器1之间安装PE管4,PE管4上设置树脂注入阀门3,抽气口6通过PE管4与树脂收集器7相连,树脂收集器7同时与真空泵9连接;4. Add 1-3% curing agent to vinyl resin 1 and stir evenly, install PE pipe 4 between resin injection port 5 and resin container 1, set resin injection valve 3 on PE pipe 4, and pump air port 6 through The PE pipe 4 is connected with the resin collector 7, and the resin collector 7 is connected with the vacuum pump 9 at the same time;
5、关闭树脂注入阀门3,打开真空泵7抽真空后,再打开树脂注入阀门3,当树脂容器1内的乙烯基树脂2流满真空袋15时,关闭真空泵9,让内部树脂充分浸润纤维;5. Close the resin injection valve 3, turn on the vacuum pump 7 to evacuate, then open the resin injection valve 3, and when the vinyl resin 2 in the resin container 1 fills the vacuum bag 15, turn off the vacuum pump 9 to allow the internal resin to fully infiltrate the fiber;
6、乙烯基树脂充分固化后,撕去涤纶脱模布13后完成钢构件的加固。6. After the vinyl resin is fully cured, the polyester release cloth 13 is torn off to complete the reinforcement of the steel member.
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CN112373070A (en) * | 2020-11-17 | 2021-02-19 | 华东交通大学 | T-shaped joint component with in-situ monitoring function and preparation method thereof |
CN114429771A (en) * | 2022-04-02 | 2022-05-03 | 武汉地震工程研究院有限公司 | Intelligent detection method and system for bonding defects of steel beam and CFRP (carbon fiber reinforced plastics) plate |
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CN114429771A (en) * | 2022-04-02 | 2022-05-03 | 武汉地震工程研究院有限公司 | Intelligent detection method and system for bonding defects of steel beam and CFRP (carbon fiber reinforced plastics) plate |
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