WO2018126954A1 - Coffrage sans démontage multifonctionnel en matériau composite renforcé par des fibres et son procédé de fabrication - Google Patents

Coffrage sans démontage multifonctionnel en matériau composite renforcé par des fibres et son procédé de fabrication Download PDF

Info

Publication number
WO2018126954A1
WO2018126954A1 PCT/CN2017/118801 CN2017118801W WO2018126954A1 WO 2018126954 A1 WO2018126954 A1 WO 2018126954A1 CN 2017118801 W CN2017118801 W CN 2017118801W WO 2018126954 A1 WO2018126954 A1 WO 2018126954A1
Authority
WO
WIPO (PCT)
Prior art keywords
layer
template
fiber
fiber composite
parts
Prior art date
Application number
PCT/CN2017/118801
Other languages
English (en)
Chinese (zh)
Inventor
朱继华
苏玫妮
邢锋
Original Assignee
深圳大学
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 深圳大学 filed Critical 深圳大学
Publication of WO2018126954A1 publication Critical patent/WO2018126954A1/fr

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/06Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements

Definitions

  • the invention relates to the field of building templates, in particular to a multi-functional free-form template for a fiber composite material and a preparation method thereof.
  • Building templates play a very important role in the construction process.
  • many components need to be cast-in-place.
  • the cast-in-place components must be supported by formwork.
  • the general formwork is a wood formwork or a steel formwork.
  • the cost of making the formwork requires a certain cost, and it needs to be installed continuously during the application process.
  • the template is removed and the workload is large.
  • wood resources are becoming less and less, and building energy consumption accounts for more than half of the total energy consumption.
  • the application of the free template has become an important issue in the industry.
  • the object of the present invention is to provide a multi-functional free-form template for a fiber composite material and a preparation method thereof, which can be solved when the multi-functional free-form template of the fiber composite material is used in construction engineering construction.
  • the problem of steel corrosion is to protect the reinforced concrete structure, and it can be used instead of the wooden temporary formwork, and it is free from disassembly, so that the reinforced concrete main structure can be better protected from the beginning.
  • a fiber composite multifunctional detachable template wherein the fiber composite multifunctional detachable template is composed of a plurality of spaced apart fibrous material layers and a conductive functional layer of cementing material; wherein at least one layer of the fibrous material The layer is composed of a carbon fiber reinforced composite material; the upper and lower ends of the fiber composite material multifunctional detachable template are the cement material layer, and each layer of the fiber material layer is wrapped around two adjacent layers of the cement material Between the layers.
  • the fiber composite material multifunctional release template wherein the cement material layer is composed of a cement material, and the cement material comprises the following components by weight: 1 part of cement, 0.3-0.7 parts of water
  • the silicon powder is 0.1 to 0.3 parts
  • the polymer is 0.1 to 0.5 parts
  • the plasticizer is 0.004 to 0.01 parts
  • the water reducing agent is 0.002 to 0.030 parts
  • the carbon fiber yarn is 0.005 to 0.03 parts.
  • the fiber composite multifunctional release template wherein the fiber material layer is one of a fiber cloth, a fiber mesh cloth or a fiber board.
  • a method for preparing a multifunctional composite detachable template for a fiber composite material comprising the steps of:
  • the gelling material layer is composed of a cementing material, and the gelling material comprises the following components by weight: 1 part of cement, 0.3 to 0.7 parts of water, 0.1 to 0.3 parts of silicon powder, 0.1 to 0.5 parts of polymer, 0.004 to 0.01 parts of plasticizer, 0.002 to 0.030 parts of water reducing agent, and 0.005 to 0.03 parts of carbon fiber.
  • the pre-pressing pressure for pre-forming is 4 to 10 KN.
  • the method for preparing a multi-functional free-form template of the fiber composite material wherein in the step C, the pre-pressing time for pre-forming is 1 to 3 hours.
  • the method for preparing a fiber composite material multifunctional detachable template wherein in the step C, the curing temperature of the plate material is 20-25 ° C.
  • the method for preparing a multi-functional free-form template of the fiber composite material wherein in the step C, the curing time of the plate material is 46 to 50 hours.
  • the method for preparing a multi-functional free-form template of the fiber composite material wherein in the step D, the curing time at room temperature is 5 to 10 days.
  • the utility model has the advantages that the multi-functional free-form template of the fiber composite material of the invention can solve the problem of steel corrosion, protect the reinforced concrete structure, and can replace the wooden temporary template, and is free from disassembly, when used in construction engineering construction. Thereby, the main structure of the reinforced concrete can be better protected from the beginning of construction, saving social resources, protecting the environment, reducing the cost of the formwork, and greatly speeding up the construction.
  • Figure 1 is a schematic view showing the structure of a preferred embodiment of the multi-functional free-form template of the fiber composite material of the present invention.
  • FIG. 2 is a schematic view of a reinforced concrete structure with a self-contained cathode protection function according to the present invention.
  • FIG. 3 is a flow chart of a method for constructing a reinforced concrete structure with a self-contained cathode protection function according to the present invention.
  • FIG. 4 is a flow chart of a method for preparing a fiber composite multifunctional release template according to the present invention.
  • the present invention provides a fiber composite material multifunctional detachable template and a preparation method thereof.
  • the present invention will be further described in detail below. It is understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
  • the invention provides a multi-functional free-removal template for a fiber composite material, wherein the multi-functional stripless template of the fiber composite material is composed of a plurality of layers of fibrous material layers and a layer of cementing material having a conductive function; wherein at least one The layer of the fibrous material is composed of a carbon fiber reinforced composite material; the upper and lower ends of the multifunctional composite detachable template of the fiber composite material are the cemented material layer, and each layer of the fibrous material layer is wrapped in two adjacent layers. Between the layers of cementitious material.
  • the fibrous material layer of the present invention is comprised of a fibrous material comprising a carbon fiber material and a glass fiber material.
  • a fibrous material comprising a carbon fiber material and a glass fiber material.
  • it may be a fiber reinforced composite material (FRP, Fiber Reinforced Polymer/Plastic) or a carbon fiber reinforced composite material (CFRP, Carbon Fiber Reinforced Polymer/Plastic).
  • the type of fibrous material of the present invention is a fiber cloth, a fiber mesh cloth or a fiber board. That is, the fibrous material layer of the present invention is one of a fiber cloth, a fiber mesh cloth or a fiber board.
  • FRP cloth, FRP mesh cloth or FRP board for example, FRP cloth, FRP mesh cloth or FRP board.
  • the specific form of the carbon fiber reinforced composite material of the present invention may also be carbon fiber cloth (CFRP cloth), carbon fiber mesh cloth (CFRP mesh cloth) or carbon fiber board (CFRP board).
  • the multi-functional unremovable template of the fiber composite material of the invention is also a multifunctional composite disassembly template which is mainly composed of CFRP material and has a conductive gelling material as a carrier. It can simultaneously serve as an auxiliary anode and structural reinforcement plate in the cathodic protection system, and at the same time meet the two functions of preventing steel corrosion and structural reinforcement.
  • a permanent detachable template for reinforced concrete buildings it can provide long-term cathodic protection for the structure. Steel corrosion is actively intervened.
  • the conductive material layer of the conductive material is provided with three layers, which are respectively the first layer of cementing material layer 11 and the second layer. a layer of cementitious material layer 13, a third layer of cementitious material layer 15, the fiber material layer is provided with two layers, respectively a first layer of fibrous material layer 12, a second layer of fibrous material layer 14; the first layer of cementitious material Layer 11 and a third layer of cementitious material 15 are disposed on the upper and lower ends of the fiber composite multifunctional relief template, and the first layer of fibrous material 12 is wrapped around its adjacent first layer of cementitious material layer 11 and second Between the layers of the layer of cementitious material 13, the second layer of fibrous material 14 is wrapped between its adjacent second layer of cementitious material layer 13 and the third layer of cementitious material layer 15; wherein the first layer of fibrous material layer Both the 12 and second layers of fibrous material 14 are comprised of a carbon fiber reinforced composite material, such as
  • the layer of cementitious material is composed of a cementitious material, which is a cement-based inorganic cementitious material, and the cementitious material comprises the following components by weight: 1 part of cement, 0.3 ⁇ of water. 0.7 parts, 0.1 to 0.3 parts of silicon powder, 0.1 to 0.5 parts of a polymer, 0.004 to 0.01 parts of a plasticizer, 0.002 to 0.030 parts of a water reducing agent, and 0.005 to 0.03 parts of a carbon fiber.
  • a cementitious material which is a cement-based inorganic cementitious material
  • the cementitious material comprises the following components by weight: 1 part of cement, 0.3 ⁇ of water. 0.7 parts, 0.1 to 0.3 parts of silicon powder, 0.1 to 0.5 parts of a polymer, 0.004 to 0.01 parts of a plasticizer, 0.002 to 0.030 parts of a water reducing agent, and 0.005 to 0.03 parts of a carbon fiber.
  • the layer of cementitious material has a thickness of from 0.5 mm to 10 mm, more preferably from 2 mm to 4 mm, for example, a thickness of 3 mm.
  • the multi-functional free-cutting template of the fiber composite material of the invention (referred to as a free-removal template) is used as a template in the construction process of the reinforced concrete structure, is free from disassembly, and can constitute a cathodic protection system to protect the steel bars embedded in the concrete. It is a permanent non-removable template that combines the dual functions of cathodic protection and structural reinforcement. It can solve the problem of steel corrosion in building construction, and can replace the use of temporary wooden formwork to save resources, protect the environment and reduce the society. Template cost and speed up construction.
  • cathodic protection is also an applied current cathodic protection technology, which is proposed based on the principle of PH-potential diagram, and the protection potential is placed in the corrosion-free zone by applying a cathode current to the steel bar, thereby achieving protection.
  • the auxiliary anode is an important part of the impressed current cathodic protection system. The principle of the cathodic protection is common knowledge and will not be described here.
  • the multi-functional free-form template of the fiber composite material of the invention can replace the traditional wooden or steel formwork when constructing the reinforced concrete structure, and does not need to be disassembled, and can be utilized in the multi-functional free-form template of the fiber composite material when the concrete use is used.
  • a new type of fiber composite material with cathodic protection function is a multi-functional free-removing formwork-reinforcing-concrete composite structure system. Since the structure system can pass the cathodic protection current from the beginning, the steel corrosion of the structure is actively intervened to make the steel pole And remove the harmful corrosive medium, such as chloride ions, from the surface of the concrete reinforcement to achieve the purpose of protecting the steel.
  • the embodiment of the invention further provides a reinforced concrete structure with a cathodic protection function, that is, a novel fiber composite multi-functional free-removal template-reinforcing-concrete composite structure with a cathodic protection function, as shown in FIG. 2, the self-contained
  • the reinforced concrete structure with cathodic protection function includes: a formwork structure composed of a free formwork 1, a concrete 2 poured in the formwork structure, a plurality of steel bars 3 embedded in the concrete 2, and a constant current applied to the steel bars 3 External power supply 4.
  • the plurality of steel bars 3 are electrically connected to each other; the steel bars 3, the concrete 2, the detachable template 1, and the external power source 4 are electrically connected in sequence.
  • the steel-concrete 2-concrete 2-disassembly template 1 structure system of the present invention should form a complete electrical path and smoothly transfer the cathodic protection current. Therefore, in the embodiment of the present invention, the external power source 4 is connected between the steel bar 3 and the fiber material layer in the detachable die plate 1, so that the steel bar 3, the external power source 4, and the fiber material layer form a loop to constitute a cathodic protection system.
  • the fibrous material layer composed of CFRP material is the anode of the cathodic protection system
  • the steel bar is the cathode of the cathodic protection system.
  • the multi-functional detachable template of the fiber composite material plays the role of a combined structural material and an auxiliary anode in the reinforced concrete structure with the cathodic protection function of the invention, and the combination of long-term load, environmental factors and protection current With reliable mechanical properties, electrochemical properties and durability, it can support the new structural system while exerting the functions of structural performance enhancement and cathodic protection.
  • the multi-functional detachable template of the fiber composite material plays a dual role in the composite structural material and the auxiliary anode in the new structural system, so that the structural performance Both enhanced and cathodic protection functions are effectively integrated into one system.
  • the system adds a cathodic protection system to the foundation of the traditional combined structure, which not only follows the advantages of the combined structure, but also obtains the cathodic protection of the structure.
  • control device and the detecting device can also be added to the reinforced concrete structure with the cathodic protection function shown in FIG. 2, and the control device is connected in series in the loop formed above for controlling the current in the loop. And the detecting device is connected between the steel bar and the concrete for detecting the corrosion condition of the steel bar.
  • the fiber composite material is multifunctional and free of template, and the CFRP cloth existing inside it acts as a link between the two systems of structural reinforcement and cathodic protection, and serves as both a structural reinforcement material and an auxiliary anode.
  • the function of the cementitious material with conductive function can transmit the protection current, so that the reinforced concrete main structure can be better protected from the beginning of construction.
  • the CFRP material of the present invention not only has good mechanical properties, but also has a good conductivity of the CFRP material as a main component, and the electrode potential is close to the electrochemical property of the noble metal.
  • the CFRP material is used as a reinforcing material on the one hand to work together with the structural engineering to improve the mechanical properties of the structure; on the other hand, as an auxiliary anode, an external cathodic protection is applied to the structure to protect the structure.
  • the multifunctional composite material-free template of the fiber composite material of the invention can realize the organic combination of structural reinforcement and cathodic protection in one system, and achieves the effect of treating both the symptoms and the root causes. Compared with traditional wooden or steel stencils, this fiber composite panel has high strength, corrosion resistance, good electrical conductivity and good durability.
  • the exemption template in the invention during the construction process, the main structure can be better protected from the beginning, and the high economic cost required for the later repair can be avoided.
  • the multi-functional free-form template-reinforcing-concrete composite structure system of the fiber composite material according to the present invention will be free from the formwork 1, the steel bar 2 and the concrete 3 are simultaneously poured into a whole in the construction stage.
  • the embodiment of the present invention provides a method for constructing a reinforced concrete structure with a cathodic protection function, as shown in FIG. 3, including the steps:
  • step S300 further comprises: before the concrete is poured, detecting and ensuring good electrical connection of the steel bars in the formwork structure; after pouring the concrete, curing the poured concrete.
  • the reinforced concrete structure with the self-contained cathodic protection function of the present invention may be of various shape structures, not only limited to the beam structure, but also various reinforced concrete structure shapes having protection requirements, such as circular members.
  • the utility model provides a multi-functional free-removing template-reinforcing-concrete composite structure system for a fiber composite material with a cathodic protection function, which is based on the excellent mechanical properties, electrochemical properties and designability of the fiber composite multi-functional exfoliation template.
  • the use of fiber composite multi-functional free-form template doubles as a combination of structural materials and auxiliary anodes, thereby integrating structural performance enhancement and cathodic protection into a new combined structural system.
  • the structural system not only follows the advantages of the fiber reinforced composite-concrete composite structure, but also can apply a small current to the concrete reinforcement in the concrete through the CFRP material, thereby achieving the purpose of structural cathode protection.
  • the structural system can be applied to the case where the concrete material is rich in corrosive medium or the external environment is bad, and the structural steel bars can still be adequately protected, such as representative sea sand concrete. Moreover, the double-purpose dismantling formwork in the combined structure is directly poured into the concrete at the construction stage, eliminating the labor of installing the cathodic protection system.
  • the invention not only provides a new concrete durability guarantee strategy for the construction engineering field, but also provides a safe and economical sea sand concrete application technology, which has broad engineering application prospects and great social significance.
  • the embodiment of the invention further provides a method for preparing a multi-functional free-form template (free template) of the fiber composite material as described above, as shown in FIG. 4, comprising the steps of:
  • the gelling material layer is composed of a cementing material, and the gelling material comprises the following components in parts by weight: 1 part of cement, 0.3-0.7 parts of water, 0.1-0.3 of silicon powder. A portion, a polymer of 0.1 to 0.5 parts, a plasticizer of 0.004 to 0.01 parts, a water reducing agent of 0.002 to 0.030 parts, and a carbon fiber yarn of 0.005 to 0.03 parts.
  • the high molecular polymer may be a redispersible powder or a styrene-butadiene latex.
  • the gelling material comprises, by weight, parts by weight: 1 part of cement, 0.5 part of water, 0.1 part of silicon powder, 0.3 part of redispersible powder, 0.008 parts of plasticizer, 0.005 of water reducing agent.
  • Parts and carbon fiber yarns were 0.015 parts, wherein the carbon fiber filaments were 2 mm long carbon fiber filaments.
  • the cement material is poured on the bottom of the mold of the cleaned release template to form the first layer of cementitious material layer 11; a carbon fiber cloth (CFRP cloth) is laid on the layer of the condensed material 11 to form a first layer of the fibrous material layer 12; a cementing material is poured on the first layer of the fiber material layer 12 to form a second layer of the cementing material layer 13; a layer of cement material layer 13 is laid with a carbon fiber cloth to form a second layer of fiber material layer 14; a second layer of fiber material layer 14 is cast with a cementitious material to form a third layer of cementitious material layer 15 and then flattened along the mold.
  • a slab is poured on the bottom of the mold of the cleaned release template to form the first layer of cementitious material layer 11; a carbon fiber cloth (CFRP cloth) is laid on the layer of the condensed material 11 to form a first layer of the fibrous material layer 12; a cementing material is poured on the first layer of the fiber material layer 12 to form
  • the step S130 further includes preparation of a mold: preparing a mold for removing the template, cleaning the mold, and ensuring cleaning.
  • the pre-compression pressure for pre-forming is 4 to 10 KN.
  • a preferred pre-pressure pressure is 5KN.
  • the pre-pressing time for performing pre-forming is 1 to 3 hours.
  • the preferred pre-compression time is 2 h.
  • the temperature at which the plate material is cured and cured is 20 to 25 °C.
  • the curing time of the board is 46 to 50 hours, for example, 48 hours.
  • the room temperature curing time is 5 to 10 days.
  • the preferred room temperature curing time is 7 days.
  • the multi-functional free-cutting template of the fiber composite material provided by the invention adopts a CFRP material which can be used as an auxiliary anode material and structural reinforcement as a main body, and a cementing material with good conductivity is selected as a bonding agent, the permanent exemption template It is possible to carry out cathodic protection for the reinforced concrete structure from the initial stage of construction, and fundamentally avoid structural deterioration caused by steel corrosion.
  • CFRP profiles of different types and cross-sections can be selected according to the cross-section type of the components, the implementation site, the working environment, the construction operation and other factors, and the fiber composite materials can be flexibly designed.
  • the cross-section type of the function-free template is selected, the number of layers of the cementitious material layer and the fiber material layer of the conductive function are selected, and the templates of different thicknesses are prepared to be applied to different parts of different types of structures.
  • the multifunctional composite stripless template of the fiber composite material comprises the multi-layer carbon fiber cloth and the cement-based inorganic cementing material, and meets the requirements of the building formwork, and has the advantages of simple structure, simple process, stable quality, strong practicability and application. Convenient, good application prospects, and significant economic and social benefits.
  • the present invention provides a multi-functional free-form template for a fiber composite material and a preparation method thereof, and the multi-functional strip-free template of the fiber composite material can solve the problem of steel corrosion when used in construction engineering.
  • the reinforced concrete structure can be used instead of the wooden temporary formwork, and it is free from disassembly, so that the reinforced concrete main structure can be better protected from the beginning of construction, saving social resources, protecting the environment and reducing the cost of the formwork. Greatly speed up the construction.

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Organic Chemistry (AREA)
  • Civil Engineering (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

La présente invention concerne un coffrage sans démontage multifonctionnel en matériau composite renforcé par des fibres et son procédé de fabrication ; le coffrage sans démontage multifonctionnel en matériau composite fibreux est constitué de multiples couches de matériau fibreux disposées à certains intervalles et d'une couche de matériau cimentaire électroconducteur, chaque couche de matériau fibreux étant entourée par deux couches de matériau cimentaire adjacentes ; le procédé de fabrication du coffrage sans démontage multifonctionnel en matériau composite fibreux comprend les étapes suivantes : A. formuler un matériau cimentaire électroconducteur ; B. verser le matériau cimentaire dans le fond d'un moule nettoyé et déposer une première couche de matériau fibreux (12) sur une première couche de matériau cimentaire (11) ; verser une seconde couche de matériau cimentaire (13) sur la première couche de matériau fibreux (12) et déposer une seconde couche de matériau fibreux (14) sur la seconde couche de matériau cimentaire (13) ; continuer de manière similaire et ensuite verser une couche de matériau cimentaire finale sur la couche de matériau fibreux finale, ensuite défaire le moule plat pour former une ébauche de coffrage ; C. précompresser et former l'ébauche de coffrage, laisser ensuite durcir ; D. démouler et laisser durcir à température ambiante pour obtenir un produit. Le coffrage sans démontage multifonctionnel en matériau composite de fibres résout le problème de corrosion des barres de renforcement et peut également être utilisé à la place d'un coffrage en bois et ne nécessite pas de désassemblage, conserve les ressources, protège l'environnement et réduit les coûts.
PCT/CN2017/118801 2017-01-03 2017-12-27 Coffrage sans démontage multifonctionnel en matériau composite renforcé par des fibres et son procédé de fabrication WO2018126954A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201710001260.4 2017-01-03
CN201710001260.4A CN106836622B (zh) 2017-01-03 2017-01-03 一种纤维复合材料多功能免拆模板及其制备方法

Publications (1)

Publication Number Publication Date
WO2018126954A1 true WO2018126954A1 (fr) 2018-07-12

Family

ID=59117661

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2017/118801 WO2018126954A1 (fr) 2017-01-03 2017-12-27 Coffrage sans démontage multifonctionnel en matériau composite renforcé par des fibres et son procédé de fabrication

Country Status (2)

Country Link
CN (1) CN106836622B (fr)
WO (1) WO2018126954A1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113650153A (zh) * 2021-08-19 2021-11-16 北京中兴宁豪新型建材有限公司 保温防火水泥复合板及其制造工艺
CN114953110A (zh) * 2022-06-13 2022-08-30 史俊 一种uhpc装饰板的制作方法
CN114991358A (zh) * 2022-06-30 2022-09-02 中国建筑第二工程局有限公司 一种防水翻坎的免拆模板及其一体施工方法

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106836622B (zh) * 2017-01-03 2020-01-21 深圳大学 一种纤维复合材料多功能免拆模板及其制备方法
AU2018365855A1 (en) * 2017-11-08 2020-05-28 Cortex Composites, Inc. Cementitious composite constituent relationships
CN108149845A (zh) * 2018-02-26 2018-06-12 吉林建筑大学 混凝土柱和梁的挤压成型免拆模壳及其制备方法和应用
CN108756051A (zh) * 2018-07-19 2018-11-06 江苏东南结构防灾工程有限公司 自恢复抗震混凝土板壳
JP6688441B1 (ja) * 2019-04-08 2020-04-28 東京製綱株式会社 連続繊維補強材を使用した短繊維補強コンクリート構造物
CN112759311A (zh) * 2021-02-03 2021-05-07 西南石油大学 一种高强度导电混凝土配比、结构及制备方法
CN113216263A (zh) * 2021-04-26 2021-08-06 哈尔滨工业大学(深圳) 主被动双重防护的海水海砂钢筋混凝土构件及其制备方法
CN114809596A (zh) * 2021-12-13 2022-07-29 王建东 碳纤维复合模板
CN114215262A (zh) * 2021-12-27 2022-03-22 中国矿业大学 一种光伏建筑一体化永久性模板新形构件及其制作方法

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09277431A (ja) * 1996-04-11 1997-10-28 Sadao Kumasaka ガラス布のサンドイッチパネル
DE20003559U1 (de) * 2000-02-26 2000-06-21 Wendker Gmbh & Co Kg Formkörper mit Nanofeinpartikeln in gezielter Schichtstruktur
CN201902013U (zh) * 2010-09-30 2011-07-20 华长员 一种塑料建筑模板
CN203256336U (zh) * 2013-04-16 2013-10-30 深圳大学 用于对钢筋混凝土结构进行阴极保护的加固装置
CN103469212A (zh) * 2013-08-05 2013-12-25 青岛双瑞海洋环境工程股份有限公司 用于钢筋混凝土阴极保护系统的阳极导电填充物
WO2016034170A1 (fr) * 2014-09-03 2016-03-10 Edgar Klug Procédé de production de pièces moulées en béton
CN106703280A (zh) * 2017-01-03 2017-05-24 深圳大学 一种纤维复合胶板及其制备方法
CN106836227A (zh) * 2017-01-03 2017-06-13 深圳大学 一种自带阴极防护功能的钢筋混凝土结构及其建造方法
CN106836622A (zh) * 2017-01-03 2017-06-13 深圳大学 一种纤维复合材料多功能免拆模板及其制备方法

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1016977B (zh) * 1988-06-06 1992-06-10 水利电力部交通部南京水利科学研究院 用于阴极保护钢筋混凝土结构的导电层
JP2005335143A (ja) * 2004-05-26 2005-12-08 Eidai Co Ltd 建築用板の製造方法
CN101306936A (zh) * 2008-07-04 2008-11-19 同济大学 可用于钢筋混凝土结构中的导电砂浆材料及其制备方法
CN101508133B (zh) * 2009-03-16 2011-04-27 上海衡峰氟碳材料有限公司 一种纤维增强复合材料水泥板及其制备方法
CN101892739A (zh) * 2010-07-13 2010-11-24 陈校兴 一次性建筑用模板
CN102733536A (zh) * 2012-07-06 2012-10-17 杭州固华复合材料科技有限公司 一种新型复合保温薄壁外墙板及其制造方法
CN103964795B (zh) * 2014-03-04 2015-07-22 杭州固华新材料科技有限公司 一种纤维编织网增强水泥基复合材料及其制备方法

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09277431A (ja) * 1996-04-11 1997-10-28 Sadao Kumasaka ガラス布のサンドイッチパネル
DE20003559U1 (de) * 2000-02-26 2000-06-21 Wendker Gmbh & Co Kg Formkörper mit Nanofeinpartikeln in gezielter Schichtstruktur
CN201902013U (zh) * 2010-09-30 2011-07-20 华长员 一种塑料建筑模板
CN203256336U (zh) * 2013-04-16 2013-10-30 深圳大学 用于对钢筋混凝土结构进行阴极保护的加固装置
CN103469212A (zh) * 2013-08-05 2013-12-25 青岛双瑞海洋环境工程股份有限公司 用于钢筋混凝土阴极保护系统的阳极导电填充物
WO2016034170A1 (fr) * 2014-09-03 2016-03-10 Edgar Klug Procédé de production de pièces moulées en béton
CN106703280A (zh) * 2017-01-03 2017-05-24 深圳大学 一种纤维复合胶板及其制备方法
CN106836227A (zh) * 2017-01-03 2017-06-13 深圳大学 一种自带阴极防护功能的钢筋混凝土结构及其建造方法
CN106836622A (zh) * 2017-01-03 2017-06-13 深圳大学 一种纤维复合材料多功能免拆模板及其制备方法

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113650153A (zh) * 2021-08-19 2021-11-16 北京中兴宁豪新型建材有限公司 保温防火水泥复合板及其制造工艺
CN113650153B (zh) * 2021-08-19 2024-03-22 北京中兴宁豪新型建材有限公司 保温防火水泥复合板及其制造工艺
CN114953110A (zh) * 2022-06-13 2022-08-30 史俊 一种uhpc装饰板的制作方法
CN114991358A (zh) * 2022-06-30 2022-09-02 中国建筑第二工程局有限公司 一种防水翻坎的免拆模板及其一体施工方法
CN114991358B (zh) * 2022-06-30 2023-07-25 中国建筑第二工程局有限公司 一种防水翻坎的免拆模板及其一体施工方法

Also Published As

Publication number Publication date
CN106836622A (zh) 2017-06-13
CN106836622B (zh) 2020-01-21

Similar Documents

Publication Publication Date Title
WO2018126954A1 (fr) Coffrage sans démontage multifonctionnel en matériau composite renforcé par des fibres et son procédé de fabrication
WO2012019382A1 (fr) Béton décoratif composite et procédé de fabrication associé
CN106836227B (zh) 一种自带阴极防护功能的钢筋混凝土结构及其建造方法
JP2022506916A (ja) 超高性能コンクリート製組立式永久型板およびその応用
CN109184198A (zh) 永久模板及其构成的钢筋混凝土梁结构、方法
CN110344537A (zh) 一种基于板式穿孔型frp连接件的预制夹芯保温墙体及其制作方法
CN103132633A (zh) 永久模板现浇超轻质混凝土自保温复合墙体及其施工工艺
CN105781141A (zh) 一种用于混凝土受弯构件加固的纤维编织网增强水泥基复合板材及其制作方法
CN110344535A (zh) 一种实现暗梁免支模的预制装配式复合墙板及施工方法
CN114055597A (zh) 一种纤维编织网增强ecc夹芯保温复合墙板及制作方法
CN113006367A (zh) 一种结构保温一体化的预制混凝土外墙板及制备工艺
CN103046664A (zh) 带连接键再生混凝土墙板夹保温砌块砌体节能墙及作法
CN111424848A (zh) 一种装配整体式复合保温剪力墙结构及其施工方法
CN106968374A (zh) 纤维编织网混凝土外挂幕墙及其制备方法
CN107363966A (zh) 一种碳纤维混凝土保温隔热一体化墙板
CN107486940A (zh) 一种水渠过路预制件的生产方法
CN204163266U (zh) 空心条板组合建筑空心墙体大板
CN207194226U (zh) 一种装配整体式剪力墙连接节点
CN104088394A (zh) 空心条板组合建筑空心墙体大板
CN213805251U (zh) 一种超高性能混凝土-普通混凝土复合重力坝
CN101906830B (zh) 一种纤维混凝土复合保温墙体及其制备方法
CN107825560B (zh) 一种3d打印的复合型混凝土轨道板及其预制方法
CN212427644U (zh) 一种装配整体式复合保温剪力墙结构
CN207110155U (zh) 纤维编织网混凝土外挂幕墙
CN110682406A (zh) 一种装配式麻制混凝土保温墙板

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 17890226

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

32PN Ep: public notification in the ep bulletin as address of the adressee cannot be established

Free format text: NOTING OF LOSS OF RIGHTS PURSUANT TO RULE 112(1) EPC (EPO FORM 1205A DATED 01/10/2019)

122 Ep: pct application non-entry in european phase

Ref document number: 17890226

Country of ref document: EP

Kind code of ref document: A1