CN118876219A - Preparation method of high-strength fire-resistant exhaust duct - Google Patents
Preparation method of high-strength fire-resistant exhaust duct Download PDFInfo
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- CN118876219A CN118876219A CN202411138883.2A CN202411138883A CN118876219A CN 118876219 A CN118876219 A CN 118876219A CN 202411138883 A CN202411138883 A CN 202411138883A CN 118876219 A CN118876219 A CN 118876219A
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- 230000009970 fire resistant effect Effects 0.000 title description 12
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 98
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- 239000011241 protective layer Substances 0.000 claims abstract description 54
- 238000005336 cracking Methods 0.000 claims abstract description 51
- 238000009413 insulation Methods 0.000 claims abstract description 46
- 239000000463 material Substances 0.000 claims abstract description 33
- 239000012779 reinforcing material Substances 0.000 claims abstract description 24
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- 239000011248 coating agent Substances 0.000 claims abstract 5
- 238000000576 coating method Methods 0.000 claims abstract 5
- 238000007789 sealing Methods 0.000 claims description 47
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 43
- 239000000843 powder Substances 0.000 claims description 29
- 239000004576 sand Substances 0.000 claims description 26
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 25
- 229920000642 polymer Polymers 0.000 claims description 19
- 238000000034 method Methods 0.000 claims description 18
- 239000003469 silicate cement Substances 0.000 claims description 18
- 239000006004 Quartz sand Substances 0.000 claims description 17
- 239000004568 cement Substances 0.000 claims description 17
- 238000004519 manufacturing process Methods 0.000 claims description 17
- 239000000203 mixture Substances 0.000 claims description 17
- 239000000853 adhesive Substances 0.000 claims description 12
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- 238000009434 installation Methods 0.000 claims description 5
- 239000010455 vermiculite Substances 0.000 claims description 5
- 235000019354 vermiculite Nutrition 0.000 claims description 5
- 229910052902 vermiculite Inorganic materials 0.000 claims description 5
- 229910001335 Galvanized steel Inorganic materials 0.000 claims description 4
- 239000008397 galvanized steel Substances 0.000 claims description 4
- 239000010451 perlite Substances 0.000 claims description 4
- 235000019362 perlite Nutrition 0.000 claims description 4
- 238000002156 mixing Methods 0.000 claims 2
- 238000011049 filling Methods 0.000 claims 1
- 239000011325 microbead Substances 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 description 23
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- 239000004743 Polypropylene Substances 0.000 description 11
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- 229920003088 hydroxypropyl methyl cellulose Polymers 0.000 description 11
- UFVKGYZPFZQRLF-UHFFFAOYSA-N hydroxypropyl methyl cellulose Chemical compound OC1C(O)C(OC)OC(CO)C1OC1C(O)C(O)C(OC2C(C(O)C(OC3C(C(O)C(O)C(CO)O3)O)C(CO)O2)O)C(CO)O1 UFVKGYZPFZQRLF-UHFFFAOYSA-N 0.000 description 11
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- 102100026388 L-amino-acid oxidase Human genes 0.000 description 2
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- 239000011398 Portland cement Substances 0.000 description 1
- 101100012902 Saccharomyces cerevisiae (strain ATCC 204508 / S288c) FIG2 gene Proteins 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000002485 combustion reaction Methods 0.000 description 1
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B21/00—Methods or machines specially adapted for the production of tubular articles
- B28B21/56—Methods or machines specially adapted for the production of tubular articles incorporating reinforcements or inserts
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/54—Producing shaped prefabricated articles from the material specially adapted for producing articles from molten material, e.g. slag refractory ceramic materials
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B11/00—Apparatus or processes for treating or working the shaped or preshaped articles
- B28B11/24—Apparatus or processes for treating or working the shaped or preshaped articles for curing, setting or hardening
- B28B11/245—Curing concrete articles
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B21/00—Methods or machines specially adapted for the production of tubular articles
- B28B21/76—Moulds
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B21/00—Methods or machines specially adapted for the production of tubular articles
- B28B21/92—Methods or apparatus for treating or reshaping
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/20—Resistance against chemical, physical or biological attack
- C04B2111/28—Fire resistance, i.e. materials resistant to accidental fires or high temperatures
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Structural Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Building Environments (AREA)
Abstract
Description
技术领域Technical Field
本发明涉及排气道领域,具体涉及一种高强耐火排气道的制备方法。The invention relates to the field of exhaust ducts, and in particular to a method for preparing a high-strength fire-resistant exhaust duct.
背景技术Background Art
住宅排气道是用于排除厨房炊事活动产生的油烟废气、卫生间污浊空气的管道制品,是住宅厨房、卫生间集中排气系统的重要组成部分。我国现有住宅排气道主要包括两大类:一类是按照JG/T 194标准制作的钢丝网水泥预制管道,另一类是按照JC/T 854标准制作的玻璃纤维增强水泥排气道。Residential exhaust ducts are pipe products used to remove cooking fumes and dirty air from the kitchen and bathroom, and are an important part of the centralized exhaust system of residential kitchens and bathrooms. Existing residential exhaust ducts in my country mainly include two categories: one is the prefabricated steel wire mesh cement pipe made in accordance with the JG/T 194 standard, and the other is the glass fiber reinforced cement exhaust duct made in accordance with the JC/T 854 standard.
多年实践证明,上述两类排气道普遍存在诸如以下缺陷:1)排气道的耐火性能(尤其是隔热性)较差,难以达到设定标准,存在安全隐患;2)耐软物撞击性能较差,容易出现损坏现象;目前,现有技术中主要通过增加整体壁厚的方式来提高排气道的上述性能,然而增加壁厚方式会使得排气道的整体重量增大,导致施工难度增大。Years of practice have proved that the above two types of exhaust ducts generally have the following defects: 1) The fire resistance (especially thermal insulation) of the exhaust duct is poor, which is difficult to meet the set standards and poses a safety hazard; 2) The soft object impact resistance is poor and is prone to damage. At present, the existing technology mainly improves the above performance of the exhaust duct by increasing the overall wall thickness. However, increasing the wall thickness will increase the overall weight of the exhaust duct, which increases the difficulty of construction.
另外,现有技术中的薄壁构件在与墙体组合形成排气道时,只是在接缝处涂抹水泥砂浆来进行密封,由于排气道壁厚较薄、强度和刚度较低,受到外力撞击时很容易造成接缝处开裂,导致密封性能降低而经常出现串烟串味现象,万一发生火灾,接缝处开裂就容易发生或是蔓延,存在安全隐患。因此,需要对现有技术进行改进。In addition, when thin-walled components in the prior art are combined with the wall to form an exhaust duct, cement mortar is simply applied to the joints for sealing. Since the exhaust duct wall is thin, the strength and rigidity are low, it is easy to cause cracks at the joints when impacted by external forces, resulting in reduced sealing performance and frequent smoke and odor leakage. In the event of a fire, cracks at the joints are likely to occur or spread, posing a safety hazard. Therefore, it is necessary to improve the prior art.
发明内容Summary of the invention
为至少部分解决现有技术中所存在的不足,本发明的主要目的是提供一种高强耐火排气道的制备方法,其所制备的排气道具有强度高、防火性能好以及重量低的优点。In order to at least partially solve the deficiencies in the prior art, the main purpose of the present invention is to provide a method for preparing a high-strength fire-resistant exhaust duct, wherein the prepared exhaust duct has the advantages of high strength, good fire resistance and low weight.
为实现上述主要目的,本发明公开了一种高强耐火排气道的制备方法,其包括以下步骤:To achieve the above main purpose, the present invention discloses a method for preparing a high-strength fire-resistant exhaust duct, which comprises the following steps:
步骤A1)配制轻质防火砂浆;Step A1) preparing lightweight fireproof mortar;
首先,将硅酸盐水泥、轻质骨料和石英砂按照设定比例计量并进行混合,向混合物中加入辅料得到干粉隔热砂浆;接着,将干粉隔热砂浆和水按照1:(0.7-0.9)的水灰比在容器中进行混合并保持搅拌,直至混合物被搅拌成均匀、无颗粒的膏糊状,静置待用;First, silicate cement, lightweight aggregate and quartz sand are measured and mixed according to a set ratio, and auxiliary materials are added to the mixture to obtain dry powder insulation mortar; then, the dry powder insulation mortar and water are mixed in a container according to a water-cement ratio of 1: (0.7-0.9) and kept stirring until the mixture is stirred into a uniform, particle-free paste, and then left to stand for use;
步骤A2)配制抗裂砂浆;Step A2) preparing anti-cracking mortar;
首先,将硅酸盐水泥和石英砂按照设定比例计量并进行混合,向混合物中加入硅灰、可再分散聚合物胶粉和辅料得到干粉抗裂砂浆;接着,将干粉抗裂砂浆和水按照1:(0.3-0.4)的水灰比在容器中进行混合并保持搅拌,直至混合物被搅拌均匀、稠度适中,静置待用;First, silicate cement and quartz sand are measured and mixed according to a set ratio, and silica fume, redispersible polymer powder and auxiliary materials are added to the mixture to obtain dry powder anti-cracking mortar; then, the dry powder anti-cracking mortar and water are mixed in a container according to a water-cement ratio of 1: (0.3-0.4) and kept stirring until the mixture is stirred evenly and has a moderate consistency, and then left to stand for use;
步骤A3)准备增强材料,待用;Step A3) preparing reinforcement material for standby use;
步骤A4)准备模具,在模具板的操作面涂刷脱模剂;Step A4) preparing a mold and applying a release agent on the working surface of the mold plate;
步骤A5)在脱模剂的表面抹压抗裂砂浆以形成外表面防护层,控制外表面防护层的厚度为2-5mm;Step A5) applying anti-cracking mortar on the surface of the release agent to form an outer surface protective layer, and controlling the thickness of the outer surface protective layer to be 2-5 mm;
步骤A6)在外表面防护层的表面铺设增强材料;Step A6) laying a reinforcing material on the surface of the outer surface protective layer;
步骤A7)在增强材料表面逐层抹压轻质防火砂浆以形成位于中部的夹芯隔热层,控制夹芯隔热层的厚度在15-30mm;Step A7) applying light fireproof mortar layer by layer on the surface of the reinforcement material to form a sandwich insulation layer in the middle, and controlling the thickness of the sandwich insulation layer to be 15-30 mm;
步骤A8)在夹芯隔热层的表面铺设增强材料;Step A8) laying reinforcing material on the surface of the sandwich insulation layer;
步骤A9)在增强材料的表面抹压抗裂砂浆以形成内表面防护层,控制内表面防护层的厚度为2-5mm;Step A9) applying anti-cracking mortar on the surface of the reinforcing material to form an inner surface protective layer, and controlling the thickness of the inner surface protective layer to be 2-5 mm;
步骤A10)脱模后得到胚体,将得到的胚体送往养护车间进行湿养护。Step A10) After demoulding, an embryo body is obtained, and the obtained embryo body is sent to a curing workshop for wet curing.
根据本发明的一种具体实施方式,步骤A1)中的轻质骨料包括膨胀珍珠岩、膨胀蛭石和膨胀玻化微珠中的一种或多种。According to a specific embodiment of the present invention, the lightweight aggregate in step A1) includes one or more of expanded perlite, expanded vermiculite and expanded vitrified microspheres.
根据本发明的一种具体实施方式,步骤A2)中的石英砂包括中砂和细砂,其中细砂的重量设置为超过中砂重量的两倍以上。According to a specific embodiment of the present invention, the quartz sand in step A2) includes medium sand and fine sand, wherein the weight of the fine sand is set to be more than twice the weight of the medium sand.
根据本发明的一种具体实施方式,步骤A1)中所配制轻质防火砂浆时的静置时长为3-5分钟,之后再次搅拌均匀即可直接使用;步骤A2)中所配制抗裂砂浆时的静置时长为5-10分钟,之后再次搅拌均匀即可直接使用。According to a specific embodiment of the present invention, the lightweight fireproof mortar prepared in step A1) is allowed to stand for 3-5 minutes, and then it can be directly used after being stirred evenly again; the anti-cracking mortar prepared in step A2) is allowed to stand for 5-10 minutes, and then it can be directly used after being stirred evenly again.
根据本发明的一种具体实施方式,步骤A3)中的增强材料为镀锌钢丝网或者耐碱玻璃纤维网格布。According to a specific embodiment of the present invention, the reinforcing material in step A3) is galvanized steel wire mesh or alkali-resistant glass fiber mesh cloth.
根据本发明的一种具体实施方式,步骤A6)中将增强材料压入到形成外表面防护层的抗裂砂浆内并进行抹平;步骤A9)中抹压时先将形成表面防护层的抗裂砂浆填充到内增强材料中,再进行逐层抹压。According to a specific embodiment of the present invention, in step A6), the reinforcing material is pressed into the anti-cracking mortar forming the outer surface protective layer and smoothed; in step A9), the anti-cracking mortar forming the surface protective layer is first filled into the inner reinforcing material during smoothing, and then smoothed layer by layer.
根据本发明的一种具体实施方式,制备的内表面防护层和外表面防护层的厚度设置为相同,且二者的厚度均设置为不超过制备的夹芯隔热层厚度的1/4。According to a specific embodiment of the present invention, the thickness of the prepared inner surface protective layer and the outer surface protective layer are set to be the same, and the thickness of both is set to not exceed 1/4 of the thickness of the prepared sandwich insulation layer.
根据本发明的一种具体实施方式,步骤A10)脱模后得到胚体为L形或者U形的薄壁构件,薄壁构件通过两个定位封护角板装配到墙体上而与墙体组合形成排气道;其中,制备方法进一步包括:According to a specific embodiment of the present invention, after demoulding in step A10), the embryo body is an L-shaped or U-shaped thin-walled component, and the thin-walled component is assembled to the wall through two positioning sealing corner guard plates to form an exhaust duct with the wall; wherein the preparation method further comprises:
步骤A11)制作长条形的定位封护角板,定位封护角板具有互相垂直的第一连接边缘部和第二连接边缘部,其中,第一连接边缘部和第二连接边缘部均沿着薄壁构件的长度方向延伸;Step A11) manufacturing a long strip-shaped positioning sealing corner guard plate, wherein the positioning sealing corner guard plate has a first connecting edge portion and a second connecting edge portion perpendicular to each other, wherein the first connecting edge portion and the second connecting edge portion both extend along the length direction of the thin-walled component;
步骤A12)在第一连接边缘部的外侧表面涂抹粘接剂,然后将定位封护角板沿着薄壁构件的安装位置粘接到墙体上;接着,通过多个上下间隔设置且贯穿第一连接边缘部安装到墙体上的固定件将定位封护角板固定在墙体上;Step A12) applying adhesive to the outer surface of the first connecting edge portion, and then bonding the positioning sealing corner guard plate to the wall along the installation position of the thin-walled component; then, fixing the positioning sealing corner guard plate to the wall by a plurality of fixing members which are arranged at intervals up and down and penetrate the first connecting edge portion and are installed on the wall;
步骤A13)在第二连接边缘部的外侧表面涂抹粘接剂,将薄壁构件的两个敞开边缘部分别对应粘接到两个定位封护角板的第二连接边缘部上,在薄壁构件与墙体之间组合形成矩形排气道;接着,通过多个上下间隔设置且贯穿薄壁构件安装到定位封护角板的固定件将薄壁构件固定在定位封护角板上。Step A13) Apply adhesive to the outer surface of the second connecting edge portion, and bond the two open edge portions of the thin-walled component to the second connecting edge portions of the two positioning sealing corner guards respectively, so as to form a rectangular exhaust duct between the thin-walled component and the wall; then, fix the thin-walled component to the positioning sealing corner guard by means of a plurality of fixing parts which are arranged at intervals up and down and penetrate the thin-walled component and are installed on the positioning sealing corner guard.
根据本发明的一种具体实施方式,定位封护角板的外部位于第一连接边缘部和第二连接边缘部的连接处设有缺口部,制备方法进一步包括:According to a specific embodiment of the present invention, a notch is provided on the outside of the positioning sealing corner guard plate at the connection between the first connecting edge portion and the second connecting edge portion, and the preparation method further comprises:
步骤A14)薄壁构件固定在定位封护角板上后,在缺口部中涂抹聚合物砂浆,并在接缝处贴上耐碱玻璃纤维网格布。Step A14) After the thin-walled component is fixed on the positioning sealing corner guard plate, polymer mortar is applied to the notch and alkali-resistant glass fiber mesh cloth is pasted on the joint.
根据本发明的一种具体实施方式,步骤A13)和步骤A14)中,薄壁构件固定在定位封护角板上时薄壁构件的敞开边缘部至少部分覆盖定位封护角板的缺口部,以在墙体、定位封护角板和薄壁构件之间形成内部大、外部小的燕尾槽结构。According to a specific embodiment of the present invention, in step A13) and step A14), when the thin-walled component is fixed on the positioning sealing corner guard plate, the open edge portion of the thin-walled component at least partially covers the notch portion of the positioning sealing corner guard plate, so as to form a dovetail groove structure with a larger inner part and a smaller outer part between the wall, the positioning sealing corner guard plate and the thin-walled component.
本发明具有以下有益效果:提供了一种高强耐火排气道的制备方法,制备方法中分别配制轻质防火砂浆和抗裂抗裂砂浆,其中轻质防火砂浆中含有不燃性的轻质骨料而实现隔热和防火,大幅提高排气道的耐火性能;同时因轻质防火砂浆中含有轻质骨料,进而其容重将远远小于主要成分为硅酸盐水泥和石英砂的抗裂砂浆的容重,这样设置既可以保证整体的结构强度,又可以实现在增大排气道整体壁厚的同时兼顾排气道的重量,使其整体重量基本不发生变化甚至减轻,进而有效降低因重量所带来的施工难度,同时也有利于降低生产成本。The present invention has the following beneficial effects: it provides a preparation method for a high-strength fire-resistant exhaust duct, in which a lightweight fire-proof mortar and an anti-cracking mortar are respectively prepared, wherein the lightweight fire-proof mortar contains non-combustible lightweight aggregate to achieve heat insulation and fire prevention, thereby greatly improving the fire resistance of the exhaust duct; at the same time, because the lightweight fire-proof mortar contains lightweight aggregate, its bulk density will be much smaller than the bulk density of the anti-cracking mortar whose main components are silicate cement and quartz sand. Such an arrangement can not only ensure the overall structural strength, but also increase the overall wall thickness of the exhaust duct while taking into account the weight of the exhaust duct, so that the overall weight of the exhaust duct remains basically unchanged or even reduced, thereby effectively reducing the construction difficulty caused by the weight, and is also conducive to reducing production costs.
本发明所提供高强耐火排气道的制备方法中将增强材料分别布置在内表面防护层和外表面防护层内,且被中间的夹芯隔热层隔开,这种设置方式有效的增加了两层增强材料之间的距离,更大限度地提高了排气道的抗拉伸、抗弯折和抗冲击强度等性能。In the preparation method of the high-strength fire-resistant exhaust duct provided by the present invention, the reinforcing materials are arranged in the inner surface protective layer and the outer surface protective layer respectively, and are separated by the middle sandwich insulation layer. This arrangement effectively increases the distance between the two layers of reinforcing materials, and maximizes the tensile strength, bending resistance and impact resistance of the exhaust duct.
本发明的制备方法中设置专用的长条形的定位封护角板对L形或U形薄壁构件进行装配连接,可实现L形或U形薄壁构件的精准定位,使得L形或U形薄壁构件与墙体组合形成排气道后在受到外力撞击时不会出现移位现象、以及接缝处不会出现开裂现象,进而确保接缝处密封的有效性和持久性,同时还具有安装简单和省时省力的优点。In the preparation method of the present invention, a special long strip positioning and sealing corner guard plate is provided to assemble and connect the L-shaped or U-shaped thin-walled components, so that the L-shaped or U-shaped thin-walled components can be accurately positioned, so that after the L-shaped or U-shaped thin-walled components are combined with the wall to form an exhaust duct, they will not shift when impacted by external force, and the joints will not crack, thereby ensuring the effectiveness and durability of the sealing at the joints. At the same time, it also has the advantages of simple installation and time-saving and labor-saving.
为了更清楚地说明本发明的目的、技术方案和优点,下面结合附图和具体实施方式对本发明作进一步的详细说明。In order to more clearly illustrate the purpose, technical solutions and advantages of the present invention, the present invention is further described in detail below in conjunction with the accompanying drawings and specific implementation methods.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1是本发明制备方法实施例1的制备流程图;FIG1 is a flow chart of the preparation method of Example 1 of the present invention;
图2是实施例1所制备高强耐火排气道的截面图;FIG2 is a cross-sectional view of the high-strength fire-resistant exhaust duct prepared in Example 1;
图3是本发明制备方法实施例2的第一制备流程图;FIG3 is a first preparation flow chart of Example 2 of the preparation method of the present invention;
图4是长条形连接构件的三种示例性结构图;FIG4 is a diagram showing three exemplary structures of long strip-shaped connecting members;
图5是本发明制备方法实施例2的第二制备流程图;FIG5 is a second preparation flow chart of Example 2 of the preparation method of the present invention;
图6是本发明制备方法实施例3的第一制备流程图;FIG6 is a first preparation flow chart of Example 3 of the preparation method of the present invention;
图7是本发明制备方法实施例3的第二制备流程图;FIG7 is a second preparation flow chart of Example 3 of the preparation method of the present invention;
图8是本发明制备方法实施例3的接缝处放大图;FIG8 is an enlarged view of the joint of Example 3 of the preparation method of the present invention;
图9是图8中接缝处的一种变形结构示意图;FIG9 is a schematic diagram of a deformed structure of the joint in FIG8 ;
图10是图8中接缝处的另一种变形结构示意图;FIG10 is a schematic diagram of another deformed structure of the joint in FIG8;
图11是图8中接缝处的再一种变形结构示意图;FIG11 is a schematic diagram of another deformed structure of the joint in FIG8;
图12是本发明制备方法实施例4的第一流程图;FIG12 is a first flow chart of Example 4 of the preparation method of the present invention;
图13是本发明制备方法实施例4的第二流程图。FIG. 13 is a second flow chart of Example 4 of the preparation method of the present invention.
具体实施方式DETAILED DESCRIPTION
在下面的描述中结合实施例阐述了很多具体细节以便于充分理解本发明,但应当理解的是,以下的实施例和详细描述仅用于说明的目的而不限制本发明的保护范围。其中,附图各部件的比例只是为了更好的进行示意所作出的示例性显示,并非对其真实比例所进行的限定。In the following description, many specific details are described in conjunction with the embodiments to facilitate a full understanding of the present invention, but it should be understood that the following embodiments and detailed descriptions are only for illustrative purposes and do not limit the scope of protection of the present invention. The proportions of the components in the drawings are only for exemplary display for better illustration and are not intended to limit their true proportions.
制备方法实施例1Preparation method example 1
制备方法实施例1的高强耐火排气道具体是一次性整体成型的矩形排气道,如图1所示,制作方法具体包括以下步骤:The high-strength fire-resistant exhaust duct of the preparation method embodiment 1 is specifically a one-time integrally formed rectangular exhaust duct, as shown in FIG1 , and the preparation method specifically includes the following steps:
步骤A1)配制轻质防火砂浆;Step A1) preparing lightweight fireproof mortar;
首先,将硅酸盐水泥、轻质骨料和石英砂按照设定比例计量并进行混合,向混合物中加入辅料得到干粉隔热砂浆;接着,将干粉隔热砂浆和水按照1:(0.7-0.9)的水灰比在容器中进行混合并保持搅拌,直至混合物被搅拌成均匀、无颗粒的膏糊状,静置待用;静置时长优选为3-5分钟,例如5分钟,之后再次搅拌均匀即可直接使用;First, silicate cement, lightweight aggregate and quartz sand are measured and mixed according to a set ratio, and auxiliary materials are added to the mixture to obtain dry powder insulation mortar; then, the dry powder insulation mortar and water are mixed in a container according to a water-cement ratio of 1: (0.7-0.9) and kept stirring until the mixture is stirred into a uniform, particle-free paste, and then allowed to stand for use; the standing time is preferably 3-5 minutes, for example 5 minutes, and then stirred again to be uniform and can be used directly;
进一步地,步骤A1)中的轻质骨料包括膨胀珍珠岩、膨胀蛭石和膨胀玻化微珠中的一种或多种。为实现对夹芯隔热层容重的控制,优选的,硅酸盐水泥与轻质骨料/轻质骨料混合物的重量比优选控制在1:(0.7-1)。Furthermore, the lightweight aggregate in step A1) includes one or more of expanded perlite, expanded vermiculite and expanded vitrified microspheres. To achieve control of the bulk density of the sandwich insulation layer, preferably, the weight ratio of silicate cement to lightweight aggregate/lightweight aggregate mixture is preferably controlled at 1:(0.7-1).
示例性的,夹芯隔热层按重量份数计包括以下组分:硅酸盐水泥:30-60份、轻质骨料:20-40份、石英砂:5-15份、可再分散聚合物胶粉:1-2份、引气剂(发泡剂):1-3份、聚丙烯短切纤维:0.5-3份、减水剂:0.5-1份、羟丙甲基纤维素:0.5-1份。Exemplarily, the sandwich insulation layer includes the following components by weight: silicate cement: 30-60 parts, lightweight aggregate: 20-40 parts, quartz sand: 5-15 parts, redispersible polymer powder: 1-2 parts, air entraining agent (foaming agent): 1-3 parts, polypropylene chopped fibers: 0.5-3 parts, water reducer: 0.5-1 parts, hydroxypropyl methylcellulose: 0.5-1 parts.
其中,轻质骨料中的轻质骨料的粒径选择在10mm以下,具体包括粒径在5mm-10mm的大粒径骨料、粒径在2mm-5mm的中粒径骨料以及粒径低于2mm以下的小粒径骨料;其中,大粒径骨料、中粒径骨料和小粒径骨料的体积比为1:(1-2):(0.8-1.5),例如大粒径骨料占据轻质骨料重量比的30%、中粒径骨料占据轻质骨料重量比的40%、小粒径骨料占据轻质骨料重量比的30%。实施例中通过对轻质骨料粒径的进一步限定,可在保证隔热性能的同时兼顾到夹芯隔热层浆料的整体状态,有利于保持其相对稳定的结构强度。The particle size of the lightweight aggregate in the lightweight aggregate is selected to be less than 10 mm, specifically including large-size aggregate with a particle size of 5 mm-10 mm, medium-size aggregate with a particle size of 2 mm-5 mm, and small-size aggregate with a particle size below 2 mm; wherein the volume ratio of large-size aggregate, medium-size aggregate and small-size aggregate is 1: (1-2): (0.8-1.5), for example, large-size aggregate accounts for 30% of the weight ratio of lightweight aggregate, medium-size aggregate accounts for 40% of the weight ratio of lightweight aggregate, and small-size aggregate accounts for 30% of the weight ratio of lightweight aggregate. In the embodiment, by further limiting the particle size of the lightweight aggregate, the overall state of the sandwich insulation layer slurry can be taken into account while ensuring the thermal insulation performance, which is conducive to maintaining its relatively stable structural strength.
步骤A2)配制抗裂砂浆;Step A2) preparing anti-cracking mortar;
首先,将硅酸盐水泥和石英砂按照设定比例计量并进行混合,向混合物中加入硅灰、可再分散聚合物胶粉和辅料得到干粉抗裂砂浆;接着,将干粉抗裂砂浆和水按照1:(0.3-0.4)的水灰比在容器中进行混合并保持搅拌,直至混合物被搅拌均匀、稠度适中,静置待用;静置时长优选为5-10分钟,例如8分钟,之后再次搅拌均匀即可直接使用。First, silicate cement and quartz sand are measured and mixed according to a set ratio, and silica fume, redispersible polymer powder and auxiliary materials are added to the mixture to obtain dry powder anti-cracking mortar; then, the dry powder anti-cracking mortar and water are mixed in a container according to a water-cement ratio of 1: (0.3-0.4) and kept stirring until the mixture is stirred evenly and has a moderate consistency, and then allowed to stand for use; the standing time is preferably 5-10 minutes, for example 8 minutes, after which it can be directly used after being stirred evenly again.
示例性的,抗裂砂浆按重量份数计包括以下组分:硅酸盐水泥:20-40份、石英砂:50-85份、硅灰:2-3份、可再分散聚合物胶粉:3-5份、木质素:0.1-0.3份、减水剂:0.2-0.5份、羟丙甲基纤维素:0.2-0.5份、聚丙烯短切纤维:0.5-2份。其中,硅灰的主要目的是提高整体的物理性能和耐久性,减水剂主要用于提高强度与和易性,羟丙甲基纤维素主要用于提高保水性,聚丙烯短切纤维主要用于提高抗裂性。For example, the anti-cracking mortar includes the following components by weight: Portland cement: 20-40 parts, quartz sand: 50-85 parts, silica fume: 2-3 parts, redispersible polymer powder: 3-5 parts, lignin: 0.1-0.3 parts, water reducer: 0.2-0.5 parts, hydroxypropyl methylcellulose: 0.2-0.5 parts, polypropylene short fibers: 0.5-2 parts. Among them, the main purpose of silica fume is to improve the overall physical properties and durability, the water reducer is mainly used to improve strength and workability, the hydroxypropyl methylcellulose is mainly used to improve water retention, and the polypropylene short fibers are mainly used to improve crack resistance.
进一步地,硅酸盐水泥与石英砂的重量比为1:(1.5-2.5);其中,石英砂包括中砂和细砂,中砂和细砂的重量份数分别为:中砂10-25份、细砂40-60份。实施例中,细砂的重量优选设置为超过中砂重量的两倍以上,通过对中砂、细砂的配比进行限定,可在保证结构高强度的情况下提高表面防护层的光面效果。Further, the weight ratio of silicate cement to quartz sand is 1:(1.5-2.5); wherein the quartz sand includes medium sand and fine sand, and the weight proportions of medium sand and fine sand are respectively: 10-25 parts of medium sand and 40-60 parts of fine sand. In the embodiment, the weight of the fine sand is preferably set to be more than twice the weight of the medium sand. By limiting the ratio of medium sand to fine sand, the smooth surface effect of the surface protective layer can be improved while ensuring the high strength of the structure.
步骤A3)准备增强材料,待用;Step A3) preparing reinforcement material for standby use;
具体的,对于按照JG/T 194标准制作的钢丝网水泥预制薄壁排气道中,内表面防护层和外表面防护层中的增强材料具体是热镀锌钢丝网,在排气道的单位展开面积中热镀锌钢丝网的重量应不低于1.0kg/m2;对于按照JC/T 854标准制作的排气管道,内表面防护层和外表面防护层中的增强材料具体是耐碱玻璃纤维网格布,在排气道的单位展开面积中耐碱玻璃纤维网格布的重量应不低于0.5kg/m2。Specifically, for the steel mesh cement prefabricated thin-wall exhaust duct manufactured according to JG/T 194 standard, the reinforcing material in the inner surface protective layer and the outer surface protective layer is specifically hot-dip galvanized steel wire mesh, and the weight of the hot-dip galvanized steel wire mesh in the unit expansion area of the exhaust duct should not be less than 1.0kg/ m2 ; for the exhaust duct manufactured according to JC/T 854 standard, the reinforcing material in the inner surface protective layer and the outer surface protective layer is specifically alkali-resistant glass fiber mesh cloth, and the weight of the alkali-resistant glass fiber mesh cloth in the unit expansion area of the exhaust duct should not be less than 0.5kg/ m2 .
步骤A4)准备模具101,支撑排气道两侧模板与底模板,在模具板的操作面(内表面)涂刷脱模剂;Step A4) preparing the mold 101, supporting the mold plates on both sides of the exhaust duct and the bottom mold plate, and applying a mold release agent on the operating surface (inner surface) of the mold plate;
步骤A5)在模具板涂刷脱膜剂的表面抹压抗裂砂浆以形成外表面防护层1,控制其厚度为2-5mm,具体例如为4mm。Step A5) Apply anti-cracking mortar on the surface of the mold plate coated with the release agent to form an outer surface protective layer 1, and control its thickness to be 2-5 mm, specifically 4 mm.
步骤A6)在外表面防护层1的表面铺设外增强材料2,其中将外增强材料2压入到外表面防护层1内并进行抹平;Step A6) laying the outer reinforcement material 2 on the surface of the outer surface protection layer 1, wherein the outer reinforcement material 2 is pressed into the outer surface protection layer 1 and smoothed;
步骤A7)逐层抹压轻质防火砂浆以形成位于中部的夹芯隔热层3,控制其厚度为15-30mm,示例性的,抹压完成后的夹芯隔热层3的厚度为20mm。Step A7) Apply lightweight fireproof mortar layer by layer to form a sandwich insulation layer 3 located in the middle, and control its thickness to be 15-30 mm. Exemplarily, the thickness of the sandwich insulation layer 3 after applying is 20 mm.
步骤A8)在夹芯隔热层3的表面铺设内增强材料4;Step A8) laying the inner reinforcement material 4 on the surface of the sandwich insulation layer 3;
步骤A9)在内增强材料4的表面抹压抗裂砂浆以形成内表面防护层5,控制其厚度为2-5mm,具体例如为4mm。其中,抹压时先将抗裂砂浆填充到内增强材料4中,再进行逐层抹压。Step A9) Apply anti-cracking mortar on the surface of the inner reinforcement material 4 to form an inner surface protective layer 5, and control its thickness to be 2-5 mm, specifically 4 mm. When applying, first fill the anti-cracking mortar into the inner reinforcement material 4, and then apply it layer by layer.
其中,在侧模板与底模板转角处,制作倒角,以进一步提升结构强度。Among them, chamfers are made at the corners of the side formwork and the bottom formwork to further improve the structural strength.
进一步包括:支撑排气道顶模板102,在顶模板102的操作面涂刷脱膜剂;在顶模板102的脱模剂表面抹压抗裂砂浆以形成内表面防护层5,保持内表面防护层5与前述厚度相同;在内表面防护层5的表面再次铺设内增强材料4,在内增强材料4表面抹压轻质防火砂浆以形成夹芯隔热层3,保持夹芯隔热层3与前述厚度相同;在夹心隔热层3的表面再次铺设外增强材料2,在外增强材料2表面抹压抗裂砂浆以形成外表面防护层1,保持外表面防护层1与前述厚度相同;Further comprising: supporting the exhaust duct top template 102, applying a demoulding agent on the operating surface of the top template 102; applying anti-cracking mortar on the demoulding agent surface of the top template 102 to form an inner surface protective layer 5, and keeping the inner surface protective layer 5 the same thickness as the aforementioned; laying the inner reinforcement material 4 on the surface of the inner surface protective layer 5 again, applying lightweight fireproof mortar on the surface of the inner reinforcement material 4 to form a sandwich insulation layer 3, and keeping the sandwich insulation layer 3 the same thickness as the aforementioned; laying the outer reinforcement material 2 on the surface of the sandwich insulation layer 3 again, applying anti-cracking mortar on the surface of the outer reinforcement material 2 to form an outer surface protective layer 1, and keeping the outer surface protective layer 1 the same thickness as the aforementioned;
步骤A10)脱模后得到矩形胚体103,将得到的矩形胚体103送往养护车间进行湿养护,得到成品高强耐火排气道,其中矩形的高强耐火排气道的纵向截面如图2所示。Step A10) After demoulding, a rectangular embryo 103 is obtained, and the obtained rectangular embryo 103 is sent to a curing workshop for wet curing to obtain a finished high-strength fire-resistant exhaust duct, wherein the longitudinal section of the rectangular high-strength fire-resistant exhaust duct is shown in FIG. 2 .
制备方法实施例2Preparation method example 2
制备方法实施例2中所用的轻质防火砂浆、抗裂砂浆以及增强材料与制备方法实施例1相同。制备方法实施例2与制备方法实施例1的主要不同的是,先制作板状胚体201,再用四个成品的板状胚体201拼装成型为矩形排气道。The lightweight fireproof mortar, anti-cracking mortar and reinforcing materials used in Preparation Method Example 2 are the same as those in Preparation Method Example 1. The main difference between Preparation Method Example 2 and Preparation Method Example 1 is that a plate-shaped embryo 201 is first manufactured, and then four finished plate-shaped embryos 201 are assembled to form a rectangular exhaust duct.
如图3所示,本实施例板状胚体201的制备方法具体包括以下步骤:As shown in FIG3 , the method for preparing the plate-shaped embryo 201 of this embodiment specifically includes the following steps:
步骤A1)配制轻质防火砂浆;Step A1) preparing lightweight fireproof mortar;
步骤A2)配制抗裂砂浆;Step A2) preparing anti-cracking mortar;
步骤A3)准备增强材料,待用;Step A3) preparing reinforcement material for standby use;
步骤A4)准备平板模具202,在模具板的操作面涂刷脱模剂;Step A4) preparing a flat plate mold 202 and applying a release agent on the operating surface of the mold plate;
步骤A5)在模具板的涂刷脱膜剂表面抹压抗裂砂浆以形成外表面防护层1,控制外表面防护层1的厚度为2-5mm,具体例如为3mm。Step A5) Apply anti-cracking mortar on the surface of the mold plate coated with the release agent to form an outer surface protective layer 1, and control the thickness of the outer surface protective layer 1 to be 2-5 mm, specifically 3 mm.
步骤A6)在外表面防护层1的表面铺设外增强材料2,并将外增强材料2压入到形成外表面防护层1的抗裂砂浆中去;Step A6) laying an external reinforcement material 2 on the surface of the outer surface protective layer 1, and pressing the external reinforcement material 2 into the anti-cracking mortar forming the outer surface protective layer 1;
步骤A7)在外增强材料2的表面逐层抹压轻质防火砂浆以形成位于中部的夹芯隔热层3,控制夹芯隔热层3的厚度为15-30mm,具体例如25mm。Step A7) Lightweight fireproof mortar is applied layer by layer on the surface of the outer reinforcement material 2 to form a sandwich insulation layer 3 located in the middle, and the thickness of the sandwich insulation layer 3 is controlled to be 15-30 mm, specifically 25 mm.
步骤A8)在夹芯隔热层3的表面铺设内增强材料4;Step A8) laying the inner reinforcement material 4 on the surface of the sandwich insulation layer 3;
步骤A9)在内增强材料4的表面抹压抗裂砂浆以形成内表面防护层5,控制内表面防护层5的厚度为2-5mm,优选与外表面防护层1的厚度相同。Step A9) Anti-cracking mortar is applied on the surface of the inner reinforcement material 4 to form an inner surface protective layer 5. The thickness of the inner surface protective layer 5 is controlled to be 2-5 mm, preferably the same as the thickness of the outer surface protective layer 1.
步骤A10)脱模后得到板状胚体201,将得到的板状胚体201送往养护车间进行湿养护,得到高强耐火的成品板状胚体。Step A10) After demoulding, a plate-shaped embryo body 201 is obtained, and the obtained plate-shaped embryo body 201 is sent to a curing workshop for wet curing to obtain a high-strength and fire-resistant finished plate-shaped embryo body.
进一步地,四个成品的板状胚体通过连接构件6拼装在一起;其中,连接构件6的截面形状具体为如图4所示的L形、三角形或者矩形,连接构件6优选采用前述抗裂砂浆制成,也可以采用金属板(例如角钢)等制成。具体的拼装过程如图5所示,首先,采用粘接剂(例如瓷砖胶)在每个成品的板状胚体201的一侧粘接一个连接构件6,并采用例如螺丝钉或气枪钉的固定件进行牢靠固定连接;接着,将四个成品的板状胚体201与相邻的连接构件6的接触面上涂抹粘接剂(例如瓷砖胶)以拼装形成矩形排气道;最后,采用例如螺丝钉或气枪钉的固定件使各板状胚体201与连接构件6之间形成可靠连接。Furthermore, the four finished plate-like embryos are assembled together by connecting members 6; wherein the cross-sectional shape of the connecting member 6 is specifically L-shaped, triangular or rectangular as shown in FIG4 , and the connecting member 6 is preferably made of the aforementioned anti-cracking mortar, and can also be made of metal plates (such as angle steels) and the like. The specific assembly process is shown in FIG5 , firstly, an adhesive (such as tile adhesive) is used to bond a connecting member 6 to one side of each finished plate-like embryo 201, and a fixing member such as a screw or an air gun nail is used to securely fix the connection; then, an adhesive (such as tile adhesive) is applied to the contact surface of the four finished plate-like embryos 201 and the adjacent connecting members 6 to assemble to form a rectangular exhaust duct; finally, a fixing member such as a screw or an air gun nail is used to form a reliable connection between each plate-like embryo 201 and the connecting member 6.
制备方法实施例3Preparation method example 3
制备方法实施例3中所用的轻质防火砂浆、抗裂砂浆以及增强材料与制备方法实施例1相同。制备方法实施例3与制备方法实施例1的主要不同的是,所制作的具体是L形薄壁构件301,该L形薄壁构件301可与墙体302的表面组合形成矩形排气道。The lightweight fireproof mortar, anti-cracking mortar and reinforcing materials used in Preparation Method Example 3 are the same as those in Preparation Method Example 1. The main difference between Preparation Method Example 3 and Preparation Method Example 1 is that the L-shaped thin-walled component 301 is produced, and the L-shaped thin-walled component 301 can be combined with the surface of the wall 302 to form a rectangular exhaust duct.
如图6所示,本实施例的制备方法具体包括以下步骤:As shown in FIG6 , the preparation method of this embodiment specifically includes the following steps:
步骤A1)配制轻质防火砂浆;Step A1) preparing lightweight fireproof mortar;
步骤A2)配制抗裂砂浆;Step A2) preparing anti-cracking mortar;
步骤A3)准备增强材料,待用;Step A3) preparing reinforcement material for standby use;
步骤A4)准备L形模具303,在模具板的操作面(内表面)涂刷脱模剂;Step A4) preparing an L-shaped mold 303 and applying a mold release agent on the operating surface (inner surface) of the mold plate;
步骤A5)在模具板涂刷脱膜剂的表面抹压抗裂砂浆以形成外表面防护层1,控制外表面防护层1的厚度为2-5mm。Step A5) Apply anti-cracking mortar on the surface of the mold plate coated with the release agent to form an outer surface protective layer 1, and the thickness of the outer surface protective layer 1 is controlled to be 2-5 mm.
步骤A6)在外表面防护层1的表面铺设外增强材料2;Step A6) laying an outer reinforcement material 2 on the surface of the outer surface protective layer 1;
步骤A7)在外增强材料2的表面逐层抹压轻质防火砂浆以形成位于中部的夹芯隔热层3,控制夹芯隔热层3的厚度为15-30mm。Step A7) Lightweight fireproof mortar is applied layer by layer on the surface of the outer reinforcement material 2 to form a sandwich insulation layer 3 located in the middle, and the thickness of the sandwich insulation layer 3 is controlled to be 15-30 mm.
步骤A8)在夹芯隔热层3的表面铺设内增强材料4;Step A8) laying the inner reinforcement material 4 on the surface of the sandwich insulation layer 3;
步骤A9)在内增强材料4的表面抹压抗裂砂浆以形成内表面防护层5,控制内表面防护层5的厚度为2-5mm,优选与外表面防护层1的厚度相同。Step A9) Anti-cracking mortar is applied on the surface of the inner reinforcement material 4 to form an inner surface protective layer 5. The thickness of the inner surface protective layer 5 is controlled to be 2-5 mm, preferably the same as the thickness of the outer surface protective layer 1.
步骤A10)脱模后得到L形胚体302,即L形薄壁构件;将得到的L形胚体302送往养护车间进行湿养护,得到L形的成品胚体。Step A10) After demoulding, an L-shaped embryo body 302, i.e., an L-shaped thin-walled component, is obtained; the obtained L-shaped embryo body 302 is sent to a curing workshop for wet curing to obtain an L-shaped finished embryo body.
进一步地,得到的L形的成品胚体(薄壁构件)通过两个定位封护角板304装配到墙体302上而与墙体302组合形成矩形排气道,具体过程如图7所示;其中,高强耐火排气道的制备方法(也可以说是成型方法)还包括以下步骤:Furthermore, the obtained L-shaped finished embryo (thin-wall component) is assembled onto the wall 302 through two positioning sealing corner guard plates 304 and combined with the wall 302 to form a rectangular exhaust duct, and the specific process is shown in FIG. 7 ; wherein, the preparation method (also known as the forming method) of the high-strength fire-resistant exhaust duct further includes the following steps:
步骤A11)制作长条形的定位封护角板304,定位封护角板304具有互相垂直的第一连接边缘部304a和第二连接边缘部304b,其中,第一连接边缘部304a和第二连接边缘部304b均沿着薄壁构件的长度方向延伸;Step A11) manufacturing a long strip-shaped positioning sealing corner guard plate 304, wherein the positioning sealing corner guard plate 304 has a first connecting edge portion 304a and a second connecting edge portion 304b perpendicular to each other, wherein the first connecting edge portion 304a and the second connecting edge portion 304b both extend along the length direction of the thin-walled component;
具体的,定位封护角板304优选采用步骤A2中的抗裂砂浆制作而成,其有用于薄壁构件相同的使用寿命;在一些实施例中,定位封护角板304还可以是采用例如角钢等钢材制作而成。示例性的,定位封护角板304的横截面呈L形,在其他实施例中定位封护角板304的横截面形状也可以是呈矩形或者三角形,还可以是多边形或者其他不规则的形状,这里不对此进行限定,不再一一举例展开;较佳地,定位封护角板304的形状与图4所示的长条形的连接构件6的截面形状相同,尺寸可根据需要进行放大或者缩小。Specifically, the positioning sealing corner guard plate 304 is preferably made of the anti-cracking mortar in step A2, which has the same service life as thin-walled components; in some embodiments, the positioning sealing corner guard plate 304 can also be made of steel materials such as angle steel. Exemplarily, the cross-section of the positioning sealing corner guard plate 304 is L-shaped. In other embodiments, the cross-section shape of the positioning sealing corner guard plate 304 can also be rectangular or triangular, or polygonal or other irregular shapes. This is not limited here and will not be expanded one by one by examples; preferably, the shape of the positioning sealing corner guard plate 304 is the same as the cross-sectional shape of the long strip connecting member 6 shown in Figure 4, and the size can be enlarged or reduced as needed.
步骤A12)首先,在第一连接边缘部304a的外侧表面涂抹粘接剂,粘接剂例如为瓷砖胶,然后将定位封护角板304(具体是第一连接边缘部304a)沿着薄壁构件的安装位置粘接到墙体302上;接着,通过多个上下间隔设置且贯穿第一连接边缘部304安装到墙体上的固定件7将定位封护角板304固定在墙体302上;其中,这里的固定件7可以是化学螺栓、膨胀螺栓或者水泥钉等便于使用的连接固定件。Step A12) First, apply adhesive, such as tile adhesive, on the outer surface of the first connecting edge portion 304a, and then adhere the positioning sealing corner guard plate 304 (specifically the first connecting edge portion 304a) to the wall 302 along the installation position of the thin-walled component; then, fix the positioning sealing corner guard plate 304 to the wall 302 through a plurality of fixing members 7 that are arranged at intervals up and down and penetrate the first connecting edge portion 304 and are installed on the wall; wherein the fixing members 7 here can be easy-to-use connecting fixing members such as chemical bolts, expansion bolts or cement nails.
步骤A13)然后,在第二连接边缘部304b的外侧表面涂抹粘接剂,将薄壁构件的两个敞开边缘部301a分别对应粘接到两个定位封护角板304的第二连接边缘部304b上,在薄壁构件与墙体302之间组合形成矩形排气道;接着,通过多个上下间隔设置且贯穿薄壁构件安装到定位封护角板304的固定件7将薄壁构件固定在定位封护角板304上;其中,这里的固定件7可以是化学螺栓、膨胀螺栓或者水泥钉等便于使用的连接固定件。Step A13) Then, apply adhesive on the outer surface of the second connecting edge portion 304b, and bond the two open edge portions 301a of the thin-walled component to the second connecting edge portions 304b of the two positioning sealing corner guards 304 respectively, so as to form a rectangular exhaust duct between the thin-walled component and the wall 302; then, fix the thin-walled component to the positioning sealing corner guard 304 through a plurality of fixing parts 7 which are arranged at intervals up and down and penetrate the thin-walled component and are installed on the positioning sealing corner guard 304; wherein, the fixing parts 7 here can be chemical bolts, expansion bolts or cement nails and other easy-to-use connecting fixing parts.
实施例中,定位封护角板304的外部位于第一连接边缘部304a和第二连接边缘部304b的连接处设有缺口部304c,如图8所示;其中,制备方法进一步包括:步骤A14)薄壁构件固定在定位封护角板304上后,在缺口部304c中涂抹聚合物砂浆,以实现粘接;这里缺口部304c的存在可有利于更多地容纳粘接剂,进而对接缝处形成更好的封闭效果。In the embodiment, a notch portion 304c is provided on the outside of the positioning sealing corner guard plate 304 at the connection between the first connecting edge portion 304a and the second connecting edge portion 304b, as shown in FIG8 ; wherein the preparation method further comprises: step A14) after the thin-walled member is fixed on the positioning sealing corner guard plate 304, polymer mortar is applied to the notch portion 304c to achieve bonding; the presence of the notch portion 304c here can help to accommodate more adhesive, thereby forming a better sealing effect on the joint.
进一步地,请继续参阅图8,薄壁构件固定在定位封护角板304上时薄壁构件的敞开边缘部301a优选至少部分覆盖定位封护角板304的缺口部304c,以在墙体302、定位封护角板304和薄壁构件301之间形成内部大、外部小的燕尾槽结构305;相较于传统在缝隙处抹灰的密封方式,燕尾槽结构305可有利于防止聚合物砂浆的脱落,进而可提高接缝处的密封效果。Further, please continue to refer to Figure 8. When the thin-walled component is fixed on the positioning sealing corner guard 304, the open edge portion 301a of the thin-walled component preferably at least partially covers the notch portion 304c of the positioning sealing corner guard 304, so as to form a dovetail groove structure 305 with a large inside and a small outside between the wall 302, the positioning sealing corner guard 304 and the thin-walled component 301; compared with the traditional sealing method of plastering at the gap, the dovetail groove structure 305 can help prevent the polymer mortar from falling off, thereby improving the sealing effect at the joint.
如图9所示,作为上述缺口部304c的一种变形,缺口部304c由内向外的开口逐渐变小,即薄壁构件的敞开边缘部301a的断面形成为倾斜状,这样也可以防止填充在缺口部304c中的聚合物砂浆脱离;较佳地,在接缝处位于缺口部304c的外侧还可以贴有耐碱玻璃纤维网格布306,耐碱玻璃纤维网格布306在图9中的左右方向上优选在100mm左右,这样可以更好地对接缝处的聚合物砂浆形成保护,提高接缝处的连接强度。As shown in Figure 9, as a deformation of the above-mentioned notch portion 304c, the opening of the notch portion 304c gradually becomes smaller from the inside to the outside, that is, the cross-section of the open edge portion 301a of the thin-walled member is formed into an inclined shape, which can also prevent the polymer mortar filled in the notch portion 304c from detaching; preferably, an alkali-resistant glass fiber mesh cloth 306 can also be attached to the outside of the notch portion 304c at the joint, and the alkali-resistant glass fiber mesh cloth 306 is preferably about 100 mm in the left and right directions in Figure 9, which can better protect the polymer mortar at the joint and improve the connection strength at the joint.
作为上述实施例的另一种变形,如图10所示,薄壁构件的敞开边缘部301a的侧面优选设有向外凸出的连接板307,相对应,墙体302上设有插接槽,插接槽可以是现场施工方式所得到的狭缝槽,在薄壁构件安装到位时连接板307伸入到插接槽中而实现定位。As another variation of the above embodiment, as shown in FIG. 10 , the side of the open edge portion 301a of the thin-walled component is preferably provided with a connecting plate 307 protruding outward, and correspondingly, a plug-in groove is provided on the wall 302, which may be a slit groove obtained by on-site construction. When the thin-walled component is installed in place, the connecting plate 307 extends into the plug-in groove to achieve positioning.
进一步地,固定件7还可以是贯穿连接板307并穿过或者穿入到第二连接边缘部304b中以将薄壁构件和定位封护角板304连接在一起。Furthermore, the fixing member 7 may also penetrate the connecting plate 307 and pass through or penetrate into the second connecting edge portion 304 b to connect the thin-walled member and the positioning sealing corner guard plate 304 together.
作为上述实施例的又一种变形,如图11所示,墙体302上对应于第一连接边缘部304a设有凹陷的承接槽308,第一连接边缘部304a至少部分埋设在承接槽308中;优选的,第一连接边缘部304a完全埋设在承接槽308中而有利于实现更稳定的连接。其中,承接槽308中填充有密封胶浆,进而更有利于提供更好的密封效果。As another variation of the above embodiment, as shown in FIG11 , a recessed receiving groove 308 is provided on the wall 302 corresponding to the first connecting edge portion 304a, and the first connecting edge portion 304a is at least partially buried in the receiving groove 308; preferably, the first connecting edge portion 304a is completely buried in the receiving groove 308 to facilitate a more stable connection. The receiving groove 308 is filled with sealing mortar, which is more conducive to providing a better sealing effect.
其中,承接槽308的槽宽是相对较大的,一方面有利于第一连接边缘部304a的安装,另一方面还可以容纳更多的密封胶浆;其中,薄壁构件的敞开边缘部301a还可以设置为不伸入到承接槽308中,这样被容纳在承接槽308中的密封胶浆可被敞开边缘部301a的侧面封堵在承接槽308中而不会外溢。Among them, the groove width of the receiving groove 308 is relatively large, which is beneficial to the installation of the first connecting edge portion 304a on the one hand, and can accommodate more sealing mortar on the other hand; wherein, the open edge portion 301a of the thin-walled component can also be arranged not to extend into the receiving groove 308, so that the sealing mortar accommodated in the receiving groove 308 can be blocked in the receiving groove 308 by the side of the open edge portion 301a and will not overflow.
制备方法实施例4Preparation method example 4
制备方法实施例4中所用的轻质防火砂浆、抗裂砂浆以及增强材料与制备方法实施例1相同。制备方法实施例4与制备方法实施例3的主要不同的是,如图12-13所示,所制作的具体是U形的薄壁构件401,该U形的薄壁构件401可与具有转角的墙体组合形成排气道。制备方法实施例4的制作过程与制备方法实施例3同理,这里不再展开。The lightweight fireproof mortar, anti-cracking mortar and reinforcing materials used in Preparation Method Example 4 are the same as those in Preparation Method Example 1. The main difference between Preparation Method Example 4 and Preparation Method Example 3 is that, as shown in Figures 12-13, a U-shaped thin-walled component 401 is produced, and the U-shaped thin-walled component 401 can be combined with a wall with a corner to form an exhaust duct. The production process of Preparation Method Example 4 is the same as that of Preparation Method Example 3, and will not be expanded here.
下面通过试验例1-4来验证制作方法实施例1-4中用于制作夹芯隔热层3的轻质防火砂浆的性能。The performance of the lightweight fireproof mortar used to make the sandwich insulation layer 3 in the manufacturing method embodiments 1-4 is verified below through test examples 1-4.
试验例1中制备夹芯隔热层3的轻质防火砂浆采用以下重量的组分:42.5级硅酸盐水泥150kg、膨胀玻化微珠120kg、石英砂30kg、可再分散聚合物胶粉5kg、引气剂4kg、聚丙烯短切纤维2kg、高效减水剂3kg、羟丙甲基纤维素2kg。In Test Example 1, the lightweight fireproof mortar for preparing the sandwich insulation layer 3 adopts the following components by weight: 150 kg of 42.5 grade silicate cement, 120 kg of expanded glass beads, 30 kg of quartz sand, 5 kg of redispersible polymer powder, 4 kg of air entraining agent, 2 kg of polypropylene chopped fibers, 3 kg of high-efficiency water reducing agent, and 2 kg of hydroxypropyl methylcellulose.
试验例2中制备夹芯隔热层3的轻质防火砂浆采用以下重量的组分:42.5级硅酸盐水泥150kg、膨胀蛭石颗粒130kg、石英砂30kg、可再分散聚合物胶粉5kg、引气剂3kg、聚丙烯短切纤维3kg、高效减水剂3kg、羟丙甲基纤维素2kg。In Test Example 2, the lightweight fireproof mortar for preparing the sandwich insulation layer 3 adopts the following components by weight: 150 kg of 42.5 grade silicate cement, 130 kg of expanded vermiculite particles, 30 kg of quartz sand, 5 kg of redispersible polymer powder, 3 kg of air entraining agent, 3 kg of polypropylene chopped fibers, 3 kg of high-efficiency water reducing agent, and 2 kg of hydroxypropyl methylcellulose.
试验例3中制备夹芯隔热层3的轻质防火砂浆采用以下重量的组分:42.5级硅酸盐水泥150kg、膨胀珍珠岩颗粒140kg、石英砂30kg、可再分散聚合物胶粉5kg、引气剂3kg、聚丙烯短切纤维3kg、高效减水剂3kg、羟丙甲基纤维素2kg。In Test Example 3, the lightweight fireproof mortar for preparing the sandwich insulation layer 3 adopts the following components by weight: 150kg of 42.5 grade silicate cement, 140kg of expanded perlite particles, 30kg of quartz sand, 5kg of redispersible polymer powder, 3kg of air entraining agent, 3kg of polypropylene chopped fibers, 3kg of high-efficiency water reducing agent, and 2kg of hydroxypropyl methylcellulose.
试验例4中制备夹芯隔热层3的轻质防火砂浆采用以下重量的组分:42.5级硅酸盐水泥150kg、膨胀玻化微珠60kg、膨胀蛭石60kg、石英砂20kg、可再分散聚合物胶粉5kg、引气剂3kg、聚丙烯短切纤维3kg、高效减水剂4kg、羟丙甲基纤维素2kg。In Test Example 4, the lightweight fireproof mortar for preparing the sandwich insulation layer 3 adopts the following components by weight: 150 kg of 42.5 grade silicate cement, 60 kg of expanded glass beads, 60 kg of expanded vermiculite, 20 kg of quartz sand, 5 kg of redispersible polymer powder, 3 kg of air entraining agent, 3 kg of polypropylene chopped fibers, 4 kg of high-efficiency water reducing agent, and 2 kg of hydroxypropyl methylcellulose.
试验例1-4的水灰比(干粉隔热砂浆:水)均按照1:(0.7-0.9),这里统一按照水灰比为1:0.8来进行;具体制作方法为:将干粉隔热砂浆和水按照设定水灰比在容器中进行混合并保持搅拌,直至混合物被搅拌成均匀、无颗粒的膏糊状,静置待用,并且在使用前再次搅拌均匀。The water-cement ratio (dry powder insulation mortar: water) of Test Examples 1-4 is 1:(0.7-0.9), and here it is uniformly carried out according to a water-cement ratio of 1:0.8; the specific production method is: mix the dry powder insulation mortar and water in a container according to the set water-cement ratio and keep stirring until the mixture is stirred into a uniform, particle-free paste, let it stand for use, and stir it evenly again before use.
其中,采用上述试验例1-4的膏糊状轻质防火浆料制成长宽高为40mm×40mm×160mm的板材,并按照GB/T 26000-2010《膨胀玻化微珠保温隔热砂浆》、GB/T 20473-2021《建筑保温砂浆》的执行标准进行测试,得到数据如下表所示:Among them, the paste-like lightweight fireproof slurry of the above test examples 1-4 was used to make a board with a length, width and height of 40mm×40mm×160mm, and was tested in accordance with the implementation standards of GB/T 26000-2010 "Expanded Vitrified Microsphere Thermal Insulation Mortar" and GB/T 20473-2021 "Building Thermal Insulation Mortar", and the data obtained are shown in the following table:
由上述数据可知,试验例1-4所制备的夹芯隔热层3均满足:容重:≤350kg/m3,导热系数≤0.080W/(m·K),抗压强度:≥0.7Mpa、线收缩率:≤0.3%、燃烧性能:A级不燃材料;上述实验结果表面,实施例中所制备的夹芯隔热层3符合高强度耐火的相关标准和要求。It can be seen from the above data that the sandwich insulation layers 3 prepared in Test Examples 1-4 all meet the following requirements: bulk density: ≤350kg/m 3 , thermal conductivity ≤0.080W/(m·K), compressive strength: ≥0.7Mpa, linear shrinkage: ≤0.3%, combustion performance: Class A non-combustible material; the above experimental results show that the sandwich insulation layers 3 prepared in the embodiments meet the relevant standards and requirements for high-strength fire resistance.
下面通过试验例5-8来验证上述实施例1-4中用于制作表面防护层的抗裂砂浆的性能。The performance of the anti-cracking mortar used to make the surface protective layer in the above-mentioned embodiments 1-4 is verified by test examples 5-8.
试验例5中制备表面防护层的抗裂砂浆采用以下重量的组分:42.5级硅酸盐水泥:350kg、中砂(40-70目):200kg、细砂(60-150目):500kg、硅灰:20kg、可再分散聚合物胶粉:30kg、木质素:3kg、减水剂:3kg、羟丙甲基纤维素:3kg、聚丙烯短切纤维:6kg。In Test Example 5, the anti-cracking mortar for preparing the surface protective layer adopts the following components by weight: 42.5 grade silicate cement: 350kg, medium sand (40-70 mesh): 200kg, fine sand (60-150 mesh): 500kg, silica fume: 20kg, redispersible polymer powder: 30kg, lignin: 3kg, water reducer: 3kg, hydroxypropyl methylcellulose: 3kg, polypropylene chopped fibers: 6kg.
试验例6中制备表面防护层的抗裂砂浆采用以下重量的组分:42.5级硅酸盐水泥:300kg、中砂(40-70目):200kg、细砂(60-150目):500kg、硅灰:20kg、可再分散聚合物胶粉:30kg、木质素:3kg、减水剂:5kg、羟丙甲基纤维素:5kg、聚丙烯短切纤维:10kg。In Test Example 6, the anti-cracking mortar for preparing the surface protective layer adopts the following components by weight: 42.5 grade silicate cement: 300kg, medium sand (40-70 mesh): 200kg, fine sand (60-150 mesh): 500kg, silica fume: 20kg, redispersible polymer powder: 30kg, lignin: 3kg, water reducer: 5kg, hydroxypropyl methylcellulose: 5kg, polypropylene chopped fibers: 10kg.
试验例7中制备表面防护层的抗裂砂浆采用以下重量的组分:42.5级硅酸盐水泥:250kg、中砂(40-70目):200kg、细砂(60-150目):500kg、硅灰:20kg、可再分散聚合物胶粉:30kg、木质素:3kg、减水剂:5kg、羟丙甲基纤维素:5kg、聚丙烯短切纤维:15kg。In Test Example 7, the anti-cracking mortar for preparing the surface protective layer adopts the following components by weight: 42.5 grade silicate cement: 250kg, medium sand (40-70 mesh): 200kg, fine sand (60-150 mesh): 500kg, silica fume: 20kg, redispersible polymer powder: 30kg, lignin: 3kg, water reducer: 5kg, hydroxypropyl methylcellulose: 5kg, polypropylene chopped fibers: 15kg.
试验例8中制备表面防护层的抗裂砂浆采用以下重量的组分:42.5级硅酸盐水泥:400kg、中砂(40-70目):200kg、细砂(60-150目):500kg、硅灰:30kg、可再分散聚合物胶粉:40kg、木质素:3kg、减水剂:5kg、羟丙甲基纤维素:5kg、聚丙烯短切纤维:20kg。In Test Example 8, the anti-cracking mortar for preparing the surface protective layer adopts the following components by weight: 42.5 grade silicate cement: 400kg, medium sand (40-70 mesh): 200kg, fine sand (60-150 mesh): 500kg, silica fume: 30kg, redispersible polymer powder: 40kg, lignin: 3kg, water reducer: 5kg, hydroxypropyl methylcellulose: 5kg, polypropylene chopped fibers: 20kg.
试验例5-8的水灰比(干粉抗裂砂浆:水)均按照1:(0.3-0.4),这里统一按照水灰比为1:0.35来进行;具体制作方法为:将干粉抗裂砂浆和水按照设定水灰比在容器中进行混合并保持搅拌,直至混合物被搅拌均匀、稠度适中,静置待用,并且在使用前再次搅拌均匀。The water-cement ratio (dry powder anti-cracking mortar: water) of Test Examples 5-8 is 1:(0.3-0.4), and here it is uniformly carried out according to a water-cement ratio of 1:0.35; the specific production method is: mix the dry powder anti-cracking mortar and water in a container according to the set water-cement ratio and keep stirring until the mixture is evenly stirred and has a moderate consistency, let it stand for use, and stir it evenly again before use.
其中,采用上述试验例5-8的抗裂砂浆制成长宽高为40mm×40mm×160mm的板材,并按照GB/T 4100-2015《建筑砂浆》的执行标准进行测试,得到数据如下表所示:Among them, the anti-cracking mortar of the above test examples 5-8 was used to make a plate with a length, width and height of 40mm×40mm×160mm, and tested in accordance with the implementation standard of GB/T 4100-2015 "Building Mortar", and the data obtained are shown in the following table:
由上述数据可知,试验例5-8所制备的表面防护层均满足:容重:≥1500kg/m3,拉伸强度:≥1.0MPa,抗压强度:≥20Mpa、线收缩率:≤0.1%、耐水性:合格;上述实验结果表面,实施例中所制备的表面防护层均符合高度的相关标准和要求。From the above data, it can be seen that the surface protective layers prepared in Test Examples 5-8 all meet the following requirements: bulk density: ≥1500kg/m 3 , tensile strength: ≥1.0MPa, compressive strength: ≥20Mpa, linear shrinkage: ≤0.1%, water resistance: qualified; the above experimental results show that the surface protective layers prepared in the examples all meet the relevant standards and requirements for height.
虽然以上通过实施例描绘了本发明,但上述实施例仅用于示例性地描述本发明的可实施方案,而非用于限制本发明的保护范围,凡本领域技术人员依照本发明所作的同等置换或变化,应同样为本发明权利要求所限定的保护范围所涵盖。Although the present invention has been described above through embodiments, the above embodiments are only used to exemplarily describe the feasible implementation schemes of the present invention, and are not used to limit the protection scope of the present invention. Any equivalent substitutions or changes made by those skilled in the art in accordance with the present invention should also be covered by the protection scope defined by the claims of the present invention.
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