TWM653504U - Thermal insulation unit and cement insulation device - Google Patents
Thermal insulation unit and cement insulation device Download PDFInfo
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- TWM653504U TWM653504U TW112211652U TW112211652U TWM653504U TW M653504 U TWM653504 U TW M653504U TW 112211652 U TW112211652 U TW 112211652U TW 112211652 U TW112211652 U TW 112211652U TW M653504 U TWM653504 U TW M653504U
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- 238000009413 insulation Methods 0.000 title claims abstract description 99
- 239000004568 cement Substances 0.000 title claims abstract description 44
- 239000000758 substrate Substances 0.000 claims abstract description 28
- 239000000463 material Substances 0.000 claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims description 23
- 239000010959 steel Substances 0.000 claims description 23
- 230000008093 supporting effect Effects 0.000 claims description 6
- 229910001335 Galvanized steel Inorganic materials 0.000 claims description 3
- 239000011083 cement mortar Substances 0.000 claims description 3
- 239000008397 galvanized steel Substances 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 239000004794 expanded polystyrene Substances 0.000 claims description 2
- 239000004567 concrete Substances 0.000 description 14
- 229920006328 Styrofoam Polymers 0.000 description 13
- 239000008261 styrofoam Substances 0.000 description 13
- 230000000694 effects Effects 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 2
- 235000017491 Bambusa tulda Nutrition 0.000 description 2
- 241001330002 Bambuseae Species 0.000 description 2
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 2
- 239000011425 bamboo Substances 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 239000012530 fluid Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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Abstract
一種隔熱單元及水泥隔熱裝置,該隔熱單元包含一第一網架、一第二網架、一隔熱基材、一斜撐模組及一支承模組。該第二網架沿一厚度方向與該第一網架相間隔。該斜撐模組固接於該第一網架與該第二網架間。該隔熱基材限位於該第一網架與該第二網架間且連接於該斜撐模組。該支承模組固接於該第一網架相反於該第二網架一側,且用於靠抵一防水層。本新型藉由設置該斜撐模組及該支承模組,使該第一網架、該第二網架與該隔熱基材呈間隔設置,並使該第一網架、該第二網架、該斜撐模組與該隔熱基材得以被該水泥材料層完整覆蓋,共同提升本新型水泥隔熱裝置的抗壓能力。A heat insulation unit and a cement heat insulation device, the heat insulation unit comprises a first grid, a second grid, a heat insulation substrate, a diagonal support module and a support module. The second grid is spaced apart from the first grid along a thickness direction. The diagonal support module is fixedly connected between the first grid and the second grid. The heat insulation substrate is limited between the first grid and the second grid and connected to the diagonal support module. The support module is fixedly connected to a side of the first grid opposite to the second grid and is used to lean against a waterproof layer. By arranging the diagonal support module and the support module, the first grid, the second grid and the heat insulation substrate are arranged at intervals, and the first grid, the second grid, the diagonal support module and the heat insulation substrate are completely covered by the cement material layer, thereby jointly improving the pressure resistance of the cement heat insulation device of the new type.
Description
本新型是有關於一種隔熱單元,特別是指一種隔熱單元及水泥隔熱裝置。The invention relates to a heat insulation unit, in particular to a heat insulation unit and a cement heat insulation device.
一種現有的混凝土隔熱裝置,適用於一具有一防水層的屋頂板,該現有的混凝土隔熱裝置包括複數共同貼合於該防水層頂面的保麗龍隔熱板片、一抵壓於該等保麗龍隔熱板片頂面的鋼線網,以及一覆蓋該等保麗龍隔熱板片與該鋼線網的混凝土層。A conventional concrete heat insulation device is applicable to a roof board having a waterproof layer. The conventional concrete heat insulation device comprises a plurality of styrofoam heat insulation sheets adhered to the top surface of the waterproof layer, a steel wire mesh pressed against the top surface of the styrofoam heat insulation sheets, and a concrete layer covering the styrofoam heat insulation sheets and the steel wire mesh.
然而,由於該現有的混凝土隔熱裝置的該等保麗龍隔熱板片、該鋼線網相互靠抵而未保持適當間距,此時該鋼線網未能提供增加承載能力的效果,故施加於該混凝土層的力會經由該鋼線網傳遞至該等保麗龍隔熱板片,導致該混凝土層及該等保麗龍隔熱板片容易破裂,進而導致該屋頂板的該防水層容易損壞。However, since the styrofoam insulation panels and the steel wire mesh of the existing concrete insulation device are pressed against each other without maintaining an appropriate distance, the steel wire mesh cannot provide the effect of increasing the bearing capacity. Therefore, the force applied to the concrete layer will be transmitted to the styrofoam insulation panels through the steel wire mesh, causing the concrete layer and the styrofoam insulation panels to be easily broken, thereby causing the waterproof layer of the roof panel to be easily damaged.
又,另一種現有的混凝土隔熱裝置,同樣適用於該屋頂板,該另一種現有的混凝土隔熱裝置包括該等保麗龍隔熱板片、該鋼線網、複數設置於該等保麗龍隔熱板片與該鋼線網間的墊塊,以及一覆蓋該等保麗龍隔熱板片、該等墊塊與該鋼線網的混凝土層。In addition, another existing concrete insulation device is also applicable to the roof board, and the other existing concrete insulation device includes the styrofoam insulation panels, the steel wire mesh, a plurality of pads arranged between the styrofoam insulation panels and the steel wire mesh, and a concrete layer covering the styrofoam insulation panels, the pads and the steel wire mesh.
該另一種現有的混凝土隔熱裝置的該等墊塊雖然能夠於該等保麗龍隔熱板片與該鋼線網間提供間距,但在對該等保麗龍隔熱板片、該鋼線網及澆置用於形成該混凝土層的混凝土原料時,該等墊塊容易被沖離原先擺置的位置,進而導致該等保麗龍隔熱板片、該鋼線網未保持適當間距,使該鋼線網無法提供增加承載能力的效果,同樣會導致該混凝土層及該等保麗龍隔熱板片容易破裂,該屋頂板的該防水層容易損壞等問題。Although the pads of the other existing concrete insulation device can provide a spacing between the Styrofoam insulation panels and the steel wire mesh, when the Styrofoam insulation panels, the steel wire mesh and the concrete raw materials for forming the concrete layer are poured, the pads are easily washed away from the original positions, thereby causing the Styrofoam insulation panels and the steel wire mesh to fail to maintain an appropriate spacing, making the steel wire mesh unable to provide an effect of increasing the bearing capacity, and also causing the concrete layer and the Styrofoam insulation panels to be easily broken, and the waterproof layer of the roof board to be easily damaged.
顯見,上述兩種現有的混凝土隔熱裝置,皆有待改進的空間。Obviously, both of the above two existing concrete insulation devices have room for improvement.
因此,本新型的目的,即在提供一種隔熱單元及水泥隔熱裝置。Therefore, the purpose of the present invention is to provide a thermal insulation unit and a cement thermal insulation device.
於是,本新型隔熱單元,適用於一具有一防水層的屋頂板,該隔熱單元包含一第一網架、一第二網架、一斜撐模組、一隔熱基材及一支承模組。該第二網架沿一厚度方向與該第一網架相間隔,該斜撐模組固接於該第一網架與該第二網架間,該隔熱基材連接於該斜撐模組且限位於該第一網架與該第二網架間,該支承模組固接於該第一網架中相反於該第二網架一側,該支承模組用於靠抵該防水層。Therefore, the novel heat insulation unit is applicable to a roof board with a waterproof layer, and the heat insulation unit comprises a first grid, a second grid, a diagonal support module, a heat insulation substrate and a support module. The second grid is spaced apart from the first grid along a thickness direction, the diagonal support module is fixedly connected between the first grid and the second grid, the heat insulation substrate is connected to the diagonal support module and limited between the first grid and the second grid, the support module is fixedly connected to a side of the first grid opposite to the second grid, and the support module is used to lean against the waterproof layer.
於是,本新型水泥隔熱裝置,包含該隔熱單元及一水泥材料層,該水泥材料層覆蓋該隔熱單元。Therefore, the new cement insulation device includes the insulation unit and a cement material layer, and the cement material layer covers the insulation unit.
本新型的功效在於:藉由於該第一網架與該第二網架間設置該斜撐模組,使該第一網架、該第二網架與該隔熱基材呈間隔設置,並於該第一網架一側設置該支承模組以墊高該第一網架,使該第一網架相對該屋頂板的防水層界定出一定間距,使該第一網架、該第二網架、該斜撐模組與該隔熱基材得以被該水泥材料層完整覆蓋,進而提升本新型隔熱單元及水泥隔熱裝置的抗壓能力。The effect of the present invention is that the first grid, the second grid and the heat insulation substrate are arranged at intervals by arranging the diagonal support module between the first grid and the second grid, and the support module is arranged on one side of the first grid to raise the first grid, so that the first grid defines a certain distance relative to the waterproof layer of the roof board, so that the first grid, the second grid, the diagonal support module and the heat insulation substrate can be completely covered by the cement material layer, thereby improving the pressure resistance of the present invention The heat insulation unit and the cement heat insulation device are improved.
參閱圖1,本新型水泥隔熱裝置的一實施例,適用於一屋頂板9,該屋頂板9具有一屋頂板本體91、一鋪設於該屋頂板本體91的防水層92,及一圍繞該防水層92並朝上延伸的環繞壁(圖未示),該防水層92與該環繞壁共同界定出一施作空間(圖未示)。Referring to FIG. 1 , an embodiment of the novel cement thermal insulation device is applicable to a roof panel 9, which has a roof panel body 91, a waterproof layer 92 laid on the roof panel body 91, and a surrounding wall (not shown) surrounding the waterproof layer 92 and extending upward, wherein the waterproof layer 92 and the surrounding wall together define an application space (not shown).
該實施例包含一隔熱單元1,及一覆蓋該隔熱單元1的水泥材料層2。該隔熱單元1用以鋪設於該防水層92上,該水泥材料層2用以乾固成型於該施作空間。在本實施例中,該水泥材料層2為固化鋼筋混凝土及固化水泥砂漿的其中一者。The embodiment includes a heat insulation unit 1 and a cement material layer 2 covering the heat insulation unit 1. The heat insulation unit 1 is used to be laid on the waterproof layer 92, and the cement material layer 2 is used to be cured and formed in the construction space. In this embodiment, the cement material layer 2 is one of cured reinforced concrete and cured cement mortar.
參閱圖2與圖3,該隔熱單元1包括一第一網架11、一沿一厚度方向D1與該第一網架11相間隔的第二網架12、二沿一垂直於該厚度方向D1的長度方向D2間隔設置並固接於該第一網架11與該第二網架12間的斜撐模組13、一連接於該斜撐模組13的隔熱基材14,及一支承模組15。在本實施例中,該第一網架11與該第二網架12的材質為鍍鋅鋼線。值得一提的是,所述斜撐模組13的數量並不以本實施例為限,按照該隔熱基材14的體積大小對應調整。在本實施例的變化例中,該隔熱單元1包括該第一網架11、該第二網架12、一斜撐模組13、該隔熱基材14及該支承模組15。Referring to FIG. 2 and FIG. 3 , the heat insulation unit 1 includes a first grid 11, a second grid 12 spaced apart from the first grid 11 along a thickness direction D1, two diagonal support modules 13 spaced apart along a length direction D2 perpendicular to the thickness direction D1 and fixedly connected between the first grid 11 and the second grid 12, a heat insulation substrate 14 connected to the diagonal support module 13, and a support module 15. In this embodiment, the material of the first grid 11 and the second grid 12 is galvanized steel wire. It is worth mentioning that the number of the diagonal support modules 13 is not limited to this embodiment, and is adjusted accordingly according to the volume of the heat insulation substrate 14. In a variation of the present embodiment, the thermal insulation unit 1 includes the first grid 11, the second grid 12, a diagonal support module 13, the thermal insulation substrate 14 and the support module 15.
該斜撐模組13具有二沿一垂直於該厚度方向D1與該長度方向D2的寬度方向D3間隔設置的第一斜撐件131,及二沿該寬度方向D3間隔設置的第二斜撐件132。值得一提的是,所述第一斜撐件131與所述第二斜撐件132的數量並不以本實施例為限,可按照該隔熱基材14的體積大小對應調整。The diagonal support module 13 has two first diagonal support members 131 spaced apart along a width direction D3 perpendicular to the thickness direction D1 and the length direction D2, and two second diagonal support members 132 spaced apart along the width direction D3. It is worth mentioning that the number of the first diagonal support members 131 and the second diagonal support members 132 is not limited to this embodiment, and can be adjusted accordingly according to the volume of the thermal insulation substrate 14.
每一第一斜撐件131與對應的該第二斜撐件132沿該長度方向D2間隔設置。為求容易理解,本段以單一第一斜撐件131搭配相應的單一第二斜撐件132進行說明。該第一斜撐件131與該第一網架11的固接處相對於該第二斜撐件132與該第一網架11的固接處界定出一第一間距L1,該第一斜撐件131與該第二網架12的固接處相對於該第二斜撐件132與該第二網架12的固接處界定出一第二間距L2,該第一間距L1大於該第二間距L2。從圖2的視角看入,該第一斜撐件131與該第二斜撐件132略呈八字狀,以提供良好的支撐效果。在本實施例中,該第一斜撐件131與該第二斜撐件132的材質皆為鍍鋅鋼線。Each first diagonal brace 131 and the corresponding second diagonal brace 132 are spaced apart along the length direction D2. For ease of understanding, this section is explained with a single first diagonal brace 131 and a corresponding single second diagonal brace 132. The fixed point of the first diagonal brace 131 and the first grid 11 defines a first distance L1 relative to the fixed point of the second diagonal brace 132 and the first grid 11, and the fixed point of the first diagonal brace 131 and the second grid 12 defines a second distance L2 relative to the fixed point of the second diagonal brace 132 and the second grid 12, and the first distance L1 is greater than the second distance L2. From the perspective of FIG. 2, the first diagonal brace 131 and the second diagonal brace 132 are slightly in an eight-shaped shape to provide a good supporting effect. In this embodiment, the first diagonal support member 131 and the second diagonal support member 132 are both made of galvanized steel wire.
該隔熱基材14具有複數沿該厚度方向D1延伸的貫孔141,及複數供該等第一斜撐件131與該等第二斜撐件132插設的插孔142。具體而言,該隔熱基材14被該斜撐模組13插設並構成該等插孔142,而得以限位於該第一網架11與該第二網架12間。在本實施例中,該隔熱基材14沿該厚度方向D1所界定出的厚度介於4到8公分間,該隔熱基材14沿該長度方向D2所界定出的長度實質達240公分,該隔熱基材14沿該寬度方向D3所界定出的寬度實質達120公分,該隔熱基材14材質為發泡聚苯乙烯,該等貫孔141的數量為四個,該等插孔142的數量為八個。The heat insulating substrate 14 has a plurality of through holes 141 extending along the thickness direction D1, and a plurality of insertion holes 142 for inserting the first diagonal braces 131 and the second diagonal braces 132. Specifically, the heat insulating substrate 14 is inserted by the diagonal brace module 13 to form the insertion holes 142, and is limited between the first grid 11 and the second grid 12. In this embodiment, the thickness of the heat insulating substrate 14 defined along the thickness direction D1 is between 4 and 8 cm, the length of the heat insulating substrate 14 defined along the length direction D2 is substantially 240 cm, and the width of the heat insulating substrate 14 defined along the width direction D3 is substantially 120 cm. The heat insulating substrate 14 is made of expanded polystyrene, the number of the through holes 141 is four, and the number of the insertion holes 142 is eight.
該支承模組15固接於該第一網架11中相反於該第二網架12一側。在本實施例中,該支承模組15具有二沿該寬度方向D3間隔設置於該第一網架11的鋼筋151,每一鋼筋151沿該長度方向D2延伸,為線徑實質達1公分且長度達240公分的竹節鋼筋,但不以此為限。The support module 15 is fixed to the first grid 11 on a side opposite to the second grid 12. In this embodiment, the support module 15 has two steel bars 151 spaced apart along the width direction D3 on the first grid 11, each steel bar 151 extending along the length direction D2, and being a bamboo steel bar with a diameter of 1 cm and a length of 240 cm, but not limited thereto.
在本實施例的一變化例中,該支承模組15具有四沿該長度方向D2間隔設置於該第一網架11的鋼筋151,每一鋼筋151沿該寬度方向D3延伸,為線徑實質達1公分且長度達120公分的竹節鋼筋。換句話說,該等鋼筋151的長度及裝設方式可按需調整。In a variation of the present embodiment, the support module 15 has four steel bars 151 spaced apart along the length direction D2 on the first grid 11, each steel bar 151 extending along the width direction D3, and being a bamboo steel bar with a line diameter of substantially 1 cm and a length of 120 cm. In other words, the length and installation method of the steel bars 151 can be adjusted as needed.
參閱圖1與圖3,該水泥材料層2包括複數分別填充該等貫孔141的支撐柱部21,及一連接於該等支撐柱部21的水泥層本體22。在本實施例中,該等支撐柱部21的數量同樣為四個。1 and 3 , the cement material layer 2 includes a plurality of supporting column portions 21 respectively filling the through holes 141, and a cement layer body 22 connected to the supporting column portions 21. In this embodiment, the number of the supporting column portions 21 is also four.
實際施作時,先將該隔熱單元1的該支承模組15靠抵該防水層92,避免該斜撐模組13刺穿該防水層92,並使該隔熱單元1舖設於該防水層92上,再將一水泥原料(如鋼筋混凝土或水泥砂漿,圖未示)澆置入該施作空間,以使該水泥原料完整覆蓋該隔熱單元1,最後將該水泥原料的表面抹平,靜待該水泥原料乾固形成覆蓋該隔熱單元1的該水泥材料層2,該水泥隔熱裝置即施作完成。During actual construction, the support module 15 of the insulation unit 1 is first placed against the waterproof layer 92 to prevent the diagonal support module 13 from piercing the waterproof layer 92, and the insulation unit 1 is laid on the waterproof layer 92. A cement material (such as reinforced concrete or cement mortar, not shown) is then poured into the construction space so that the cement material completely covers the insulation unit 1. Finally, the surface of the cement material is smoothed and the cement material is waited to dry to form the cement material layer 2 covering the insulation unit 1. The cement insulation device is then completed.
總結來說,本新型隔熱單元1及水泥隔熱裝置具備以下功效。In summary, the novel thermal insulation unit 1 and cement thermal insulation device have the following effects.
首先,本新型隔熱單元1藉由於該第一網架11與該第二網架12間設置該等第一斜撐件131與該等第二斜撐件132,使該第一網架11、該第二網架12與該隔熱基材14呈間隔設置,進而提升該隔熱單元1的抗壓能力,避免該隔熱基材14受到衝擊而破損,維持良好隔熱的效果。經測試,施作本新型水泥隔熱裝置後的整體熱傳導率大幅下降至原先的熱傳導率的20%。First, the first diagonal braces 131 and the second diagonal braces 132 are arranged between the first grid 11 and the second grid 12, so that the first grid 11, the second grid 12 and the heat insulation substrate 14 are arranged at intervals, thereby improving the pressure resistance of the heat insulation unit 1, preventing the heat insulation substrate 14 from being damaged by impact, and maintaining a good heat insulation effect. After testing, the overall thermal conductivity of the cement heat insulation device after the application of the present invention is greatly reduced to 20% of the original thermal conductivity.
再者,本新型隔熱單元1藉由於該第一網架11一側設置該支承模組15以墊高該第一網架11,使該第一網架11相對該屋頂板9的防水層92界定出一定間距,使該第一網架11、該第二網架12、該斜撐模組13與該隔熱基材14得以被該水泥材料層2完整覆蓋,進而提升該水泥隔熱裝置的整體抗壓能力,保護該防水層92。Furthermore, the novel thermal insulation unit 1 is provided with the support module 15 on one side of the first grid 11 to raise the first grid 11, so that the first grid 11 defines a certain distance relative to the waterproof layer 92 of the roof board 9, so that the first grid 11, the second grid 12, the diagonal support module 13 and the thermal insulation substrate 14 can be completely covered by the cement material layer 2, thereby improving the overall pressure resistance of the cement thermal insulation device and protecting the waterproof layer 92.
最後,在本新型水泥隔熱裝置的施作過程中,構成該水泥材料層2的該水泥原料具流動性,得以配合該第一網架11、該第二網架12、該斜撐模組13、該隔熱基材14與該支承模組15共同填滿該施作空間,並構成填充該等貫孔141的該等支撐柱部21,配合提升整體抗壓能力,以保護該防水層92。Finally, during the construction process of the novel cement insulation device, the cement raw material constituting the cement material layer 2 is fluid, and is able to cooperate with the first grid 11, the second grid 12, the diagonal support module 13, the insulation substrate 14 and the support module 15 to fill the construction space, and form the supporting column portions 21 that fill the through holes 141, thereby cooperating to enhance the overall pressure resistance to protect the waterproof layer 92.
綜上所述,本新型隔熱單元1及水泥隔熱裝置結構單純,易於施工,確實能達成本新型的目的。In summary, the novel heat insulation unit 1 and cement heat insulation device have simple structure and are easy to construct, and can indeed achieve the purpose of the novel device.
惟以上所述者,僅為本新型的實施例而已,當不能以此限定本新型實施的範圍,凡是依本新型申請專利範圍及專利說明書內容所作的簡單的等效變化與修飾,皆仍屬本新型專利涵蓋的範圍內。However, the above is only an example of the implementation of the present invention, and it cannot be used to limit the scope of the implementation of the present invention. All simple equivalent changes and modifications made according to the scope of the patent application of the present invention and the content of the patent specification are still within the scope of the present patent.
1:隔熱單元 11:第一網架 12:第二網架 13:斜撐模組 131:第一斜撐件 132:第二斜撐件 14:隔熱基材 141:貫孔 142:插孔 15:支承模組 151:鋼筋 2:水泥材料層 21:支撐柱部 22:水泥層本體 9:屋頂板 91:屋頂板本體 92:防水層 D1:厚度方向 D2:長度方向 D3:寬度方向 L1:第一間距 L2:第二間距1: Insulation unit 11: First grid 12: Second grid 13: Diagonal support module 131: First diagonal support 132: Second diagonal support 14: Insulation substrate 141: Through hole 142: Socket 15: Support module 151: Steel bar 2: Cement material layer 21: Support column 22: Cement layer body 9: Roof board 91: Roof board body 92: Waterproof layer D1: Thickness direction D2: Length direction D3: Width direction L1: First spacing L2: Second spacing
本新型的其他的特徵及功效,將於參照圖式的實施方式中清楚地呈現,其中: 圖1是本新型水泥隔熱裝置的一實施例的一不完整的剖視圖; 圖2是該實施例的一隔熱單元的一不完整的剖視圖;及 圖3是該實施例的該隔熱單元的一不完整的立體圖。 Other features and effects of the present invention will be clearly presented in the implementation method with reference to the drawings, in which: Figure 1 is an incomplete cross-sectional view of an embodiment of the present invention's cement insulation device; Figure 2 is an incomplete cross-sectional view of an insulation unit of the embodiment; and Figure 3 is an incomplete three-dimensional view of the insulation unit of the embodiment.
1:隔熱單元 1: Insulation unit
11:第一網架 11: First grid
12:第二網架 12: Second grid
13:斜撐模組 13: Diagonal support module
131:第一斜撐件 131: First diagonal support
132:第二斜撐件 132: Second diagonal support
14:隔熱基材 14: Thermal insulation substrate
141:貫孔 141: Through hole
142:插孔 142: Socket
15:支承模組 15: Support module
151:鋼筋 151: Steel bars
2:水泥材料層 2: Cement material layer
21:支撐柱部 21: Support column
22:水泥層本體 22: Cement layer body
9:屋頂板 9: Roof board
91:屋頂板本體 91: Roof board body
92:防水層 92: Waterproof layer
D1:厚度方向 D1: thickness direction
D2:長度方向 D2: Length direction
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TW112211652U TWM653504U (en) | 2023-10-27 | 2023-10-27 | Thermal insulation unit and cement insulation device |
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