TWM251867U - Skeleton for corrugated board of steel net - Google Patents
Skeleton for corrugated board of steel net Download PDFInfo
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- TWM251867U TWM251867U TW92223067U TW92223067U TWM251867U TW M251867 U TWM251867 U TW M251867U TW 92223067 U TW92223067 U TW 92223067U TW 92223067 U TW92223067 U TW 92223067U TW M251867 U TWM251867 U TW M251867U
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- wall
- steel
- steel mesh
- skeleton
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- 229910000831 Steel Inorganic materials 0.000 title claims description 90
- 239000010959 steel Substances 0.000 title claims description 90
- 239000002689 soil Substances 0.000 claims description 3
- 241000251468 Actinopterygii Species 0.000 claims 1
- 238000010276 construction Methods 0.000 description 42
- 210000000988 bone and bone Anatomy 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000002002 slurry Substances 0.000 description 3
- 239000011449 brick Substances 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 241000237858 Gastropoda Species 0.000 description 1
- PEDCQBHIVMGVHV-UHFFFAOYSA-N Glycerine Chemical compound OCC(O)CO PEDCQBHIVMGVHV-UHFFFAOYSA-N 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009499 grossing Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000001356 surgical procedure Methods 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
- 238000011179 visual inspection Methods 0.000 description 1
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M251867 創作說明(1) 新型所屬之技術領域_ t本案為有關一種建築物牆面建造之骨架創作,尤其係 曰種加工丨夬速堅固及施工造型可變化之鋼網牆浪板骨 架構造者。 【先前技術】 以目4建築物之牆面建造通常以砌磚 接灌漿建造。鈇以砌磕诸、主而^ ^ , 极候木置且 g …、乂切磚建仏而吕,其施工需要專業技術人 、☆= 不僅建造人工成本高,施工技術層次較高且施 =·父緩忮,故漸漸已被以板模架置直接灌漿建造方式所取 也兩:5 ΐ木置直接灌漿建造之方式而t,其施工方式 需;進行灌漿作業,嶋後又 紫,s J再予以拆除,故施工作業需作板模組拆作 、 Θ j費工時,拆組搬運施工危險性高等缺失。 碑或以=握IΪ有一種鋼網牆施工建造方式可取代傳統砌 接灌浆建造方式…-圖所示,係為 鋼1,來定位夕Γ造骨架之架構方式,其利用上下兩組角 鋼骨2,中間;开;鋼骨2,作等間距賢立’且於各組门形 2,能作間距橫架銲固鋼筋3,,促使各組门形鋼骨 —鋼網4,所纪槿,最後在於各組门形鋼骨2,兩側面各封蓋 4,間,士入盔而成。如此混凝土灌注於兩對應鋼網 又凡=…項拆板模即可建造完成一面牆。 傳統彻碑以:Π =牆建造骨架之組褒性而言’雖較 其需作角鋼鱼Ϊ 直接灌漿建造施工快速且簡單,但 、/、门形鋼骨2’對接處之焊接作業,以及每組门 M251867 ^、創作說明(2) 形鋼骨2’力支間 結構的連繫,而 置架組裝之銲固 之鋼網4,封蓋作 釘鋼網4’ ,此乃 手臂在打直的情 本不貲,故習知 程度的鬆動,以 平作業、泥沙與 建造施工方式, 需如第二圖所示 骨架支撐,如此 習知鋼網牆建造 再者,習知 面需作一些造型 間需要由鋼筋4, 曲面造形要穿插 向’不僅暨費工 適用性也有不臻 【新型内容】 本創作者基 上述習知施工方 浪板骨架』,供 本創作鋼網 需要由 此橫架 作業相 業皆以 一般鷹 況下非 鋼網牆 致造成 人工地 當欲建 採以兩 知接施 骨架建 鋼網牆 變化之 貫穿其 鋼筋4’ 又費時 之處。 數支鋼 鋼筋3 ’ 當費時 氣擊釘 架作業 常不容 再作灌 牆面凹 成本。 造之牆 組搭接 工作業 造施工 建造骨 施工時 間,以 頗不易 ,相對 筋4’貫穿其間 之架構處又需 且多工;另外 作釘固定位, 高度均為1. 8M 易使力,不僅 漿作業時,常 凸不平,甚至 另外,習知鋼 面較寬時,其 銲固方式來組 多,也相當費 方式,實有必 木建造施工方 ,由於每組门 作為橫向結構 ’其施工方式 ^工成本也大 ,以作為橫向 作焊接,因此 ’習知鋼網牆 而不是用螺絲 時,施工人員 費工曠時,成 有脫釘或不同 崩漿,增加敷 網牆建造骨架 门形鋼骨2’就 構較寬之踏面 工曠時。故以 要予以改進。 式,若遇到牆 形鋼骨2 ’力支 的連繫,然而 就顯得困難度 幅提高,故其 斜董士 以產業上需求 鋼網 牆 利用 牆浪板骨架所採用之技術手段,乃利用M251867 Creation instructions (1) The technical field of the new type_ This case is about the creation of a skeleton for the construction of a building's wall surface, especially a steel mesh wall corrugated structure that is fast-moving and has a strong construction speed and a changeable construction shape. [Prior art] The construction of the walls of buildings 4 is usually built with bricks and grout.鈇 磕 磕 磕 主, main and ^ ^, extremely waiting for wood and g…, 乂 cutting bricks to build 仏 and Lu, its construction requires professional and technical personnel, ☆ = not only high construction labor costs, high level of construction technology and application = · The father is slow, so it has gradually been adopted by the formwork mounting direct grouting construction method. 5: The rafter set is directly grouting construction method. T, the construction method is required; grouting operation is carried out. J will be dismantled again, so the construction work requires board module dismantling, Θ j is labor-intensive, and there is a lack of high risk of demolition and transportation. There is a steel mesh wall construction method that can replace the traditional brickwork grouting construction method ...-as shown in the figure, it is steel 1 to locate the structure method of the skeleton, which uses the upper and lower sets of angle steel bones. 2, middle; open; steel frame 2, for equidistant stances' and in each group of door shape 2, can be used to weld steel bars 3 in the horizontal cross-section, which promotes each group of door-shaped steel frame-steel mesh 4, Su Jiji Finally, it consists of the portal-shaped steel skeletons 2 in each group, the covers 4 on both sides, and the helmets. In this way, the concrete is poured into the two corresponding steel meshes, and a wall can be constructed by completing all the = ... items of demolition formwork. The traditional commemorative monument is: Π = the structure of the wall construction skeleton, 'Although it is faster and simpler than direct angle grouting construction, but the welding operation of the butt joint of the door-shaped steel frame 2', and M251867 for each group ^ Creation instructions (2) The connection of the steel structure 2 'force support structure, and the welded steel mesh 4 assembled on the shelf, and the cover is nailed steel mesh 4', this is the arm straight The feelings are not bad. Therefore, the degree of loosening, the leveling, silt, and construction methods need to be supported by the skeleton as shown in the second picture. In this way, the steel mesh wall is constructed, and the familiar surface needs some modeling room needs. From the steel bar 4, the surface shape must be interspersed with 'not only the labor-intensive applicability but also the incomplete [new content] This creator is based on the above-mentioned conventional construction square wave board skeleton.' Generally, the non-steel mesh wall caused by artificial eagles is a time-consuming place when the steel mesh wall of the steel mesh wall is changed through the two know-how and the skeleton is changed. Several steel bars 3 ′ When time-consuming, gas nailing operation is often not allowed to be refilled. Wall recessed cost. The construction of the wall group overlaps the construction time. The construction time for the construction of the bone is quite difficult. The ribs 4 'need to be multi-worked at the structure. The nails are fixed at a height of 1. 8M. Not only is it often uneven during slurry operation, but also in addition, when the steel surface is relatively wide, its welding methods are many, and it is quite expensive. It is necessary to construct the construction side. Because each group of doors is used as a horizontal structure, its construction method ^ The labor cost is also large, so it is used for welding in the transverse direction. Therefore, when the steel mesh wall is used instead of screws, the construction staff spends time in labor, and there are denailing or different slurry. 'Just a wider tread when working is absent. It is necessary to improve. However, if it encounters the connection of the wall-shaped steel skeleton 2 ’force support, it will appear to be more difficult. Therefore, its oblique director uses the technical requirements of the steel mesh wall in the industry to use the technical means adopted by the wall corrugated board framework.
$ 6頁 、創作說明(3) 牆面灌漿支樓骨竿,彎折成型’供以作為 且該成型之薄鋼板上設有一 骨 複通孔’且薄鋼板折彎處也】形二ί 2 J, Ζ ps 、坦部上並於縱向列置複數個鎖釘孔,供以 兩侧封閉之鋼網穿釘鎖付定位之二 受到連續支樓部及鋼網之ί: ΐί兩:: 鋼網間形成-混凝土牆面,以具備有快速施工 ^ 工成本低等效益,此乃本案研發創作之主要目 及轭 骨竿又立ΐΠκ::的,即在於提供-種鋼網牆浪板 月木”潯鋼板上沖設有複數個流漿通孔之 作為管線配置用,且促使各連續支撐部内混凝η 1 通,凝固後不僅能定位薄鋼板,也能令各連續支二内:: 凝土能相互連結,如此建造牆面内有波浪 = 作橫向結構的連繫,相對牆面支撑強度也可:以τ; 此可取代習知鋼網牆建造骨架建造施工 ° 作橫向結構的連繫之支撑方式,極具產業利鋼肋末 而本創作之再一目的,即在於提供_ 架,其薄鋼板!以48。角度連、"“爯一體鋼,'Υ回宽良板骨 可視實際牆面厚度及長度需求而預先彎折 ^於接長均 浪板型式:在作牆面造形上有很大空間,因此可 物具造梨變化之牆面施工,以降低牆面建造施工之汽,、 性,相對施工成本也能大幅降低,極具產業利用性1 M251867$ 6 pages, creation instructions (3) The wall grouting branch pole is bent and formed 'for use and the formed steel plate is provided with a bone compound through hole' and the bending of the steel plate is also shaped. 2 J, Z ps, a plurality of nail lock holes are arranged in the vertical direction on the tan, and the second position of the steel mesh through nail lock on both sides is fixed by the continuous branch and steel mesh: 钢 ίtwo :: steel Inter-net formation-concrete wall surface, in order to have rapid construction ^ low construction cost and other benefits. This is the main purpose of this case's R & D and creation of yoke poles ΐκκ ::, which is to provide-a kind of steel mesh wall wave board moon wood "浔 The steel plate is punched with a plurality of through-flow holes for pipeline configuration, and promotes the coagulation of η 1 in each continuous support. After solidification, it can not only locate the thin steel plate, but also make each continuous branch within two: The soil can be connected to each other, so that there are waves in the wall surface = for the connection of the lateral structure, and the relative wall support strength can also be: τ; This can replace the conventional steel mesh wall construction skeleton construction ° For the support of the connection of the horizontal structure Method, which is extremely industrially profitable and yet another purpose of this creation, namely We provide _ frame, its thin steel plate! Connected at an angle of 48, " 爯 Integral steel, 'ΥReturning wide and good plate bone can be pre-bent according to the actual wall thickness and length requirements ^ There is a lot of space for wall formation. Therefore, it can be used for the construction of the wall with a variety of tools to reduce the steam and performance of the wall construction. The relative construction cost can also be greatly reduced. It has great industrial applicability. 1 M251867
【實施方式】 請參閱第三圖至第六圖所示,本創作鋼網牆浪板骨架 主要係由一薄鋼板1以48❶角度連續對稱一體成型,直寬盥 長均可視實際牆面厚度及長度需求而預先彎折成型/供以' 作為牆面灌漿支撐骨架,而其兩側面可封蓋鎖付鋼網/', 如此於兩對應鋼網2間灌注混凝土3,即可形成一鋼網牆之 而如第三圖所示,該薄鋼板1上設有 < 逑續支撐部 11,而此連績支撐部11上依縱向等距沖製出複數個流 該流毁通孔12係沖製呈由一側向内斜伸漸 楔型孔型態,不僅可作為管線配置穿伸連通用,且促 連,支f部11内所灌注之混凝土能相互流通,並於凝固 可定位薄鋼板1,也能令各連續支撐部丨丨内混凝土3能 =(如第六圖所示),如此建造牆面内有波浪連續支^ =术可作橫向結構的連繫,相對牆面支撐強度也可大巾5 = 幵,如此可取代習知鋼網牆建造骨架建造施工需^ 鋼筋4’來作橫向結構的連繫之支撑方式。 、木之 又如第三圖所示,該薄鋼板丨折彎處也成形出一 =部13,此平坦部13上並於縱向列置複數個鎖釘孔 钉孔丨4係設有一内凹陷之承寫導孔141及一供 且 (如第四圖所示),如此以第五圖所示將二 、則用鋼網2予以封盍,該鋼網2可藉由螺釘4穿扣入 碟^承窩導孔丨41預先作鎖付導引,促使螺釘 螺合孔142上將鋼網2予以m種鎖釘孔14設計貞=[Embodiment] Please refer to the third to sixth figures. The skeleton of the steel mesh wall of this creation is mainly made of a thin steel plate 1 continuously and symmetrically at an angle of 48❶. The length and width of the toilet can be determined by the actual wall thickness and length. If required, it can be pre-bent / formed to be used as the wall grouting support framework, and the two sides can be covered and locked with a steel mesh / ', so that two concrete meshes 2 are filled with concrete 3 to form a steel mesh wall. As shown in the third figure, the thin steel plate 1 is provided with a < continuous support portion 11, and the continuous support portion 11 is punched out at a plurality of equal lengths in the longitudinal direction. The system has an oblique wedge-shaped hole extending inward from one side, which can not only be used as a pipeline configuration for penetration, extension, and connection, but also facilitate the connection. The concrete poured in the branch f 11 can communicate with each other and can be positioned as a thin steel plate. 1, can also make each continuous support 丨 丨 concrete 3 = (as shown in the sixth figure), so that the wall has continuous wave support ^ = surgery can be used for the connection of the lateral structure, relative to the wall support strength Can also be a large towel 5 = 幵, this can replace the conventional steel mesh wall construction skeleton construction needs ^ Ribs 4 'to make the support structure of the embodiment associated with the lateral. As shown in the third figure, the wooden plate is also formed with a section 13 at the bend. The flat section 13 is provided with a plurality of locking nail holes and nail holes in the longitudinal row. 4 An internal depression is provided. Write guide hole 141 and one for (as shown in the fourth picture), so as shown in the fifth picture, two, then sealed with a steel mesh 2, the steel mesh 2 can be threaded through the buckle 4 The dish ^ socket guide hole 丨 41 guides the lock in advance, and urges the screw meshing hole 142 to provide the steel mesh 2 with m kinds of lock nail holes 14 design =
第8頁 M251867 四、創作說明(5) 業i讓螺ΓΛ/貞付作業時無須攀爬高處去做目視對孔作 凝土3灌生丁於貞付更具施工容易且便捷之特性,此時將混 六圖所示,兩對應鋼網2間’即可建造完成-面牆(如第 益快速,X * ί : 備快速施工、堅固及施工成本低等效 式,因μ· I由於溥鋼板1兩側採以螺釘4固定鋼網2之方 極且產孝=之鋼網牆浪板骨架能承受較大的塌度壓力, -、座業利用性及進步性。 接凝^定L本案鋼網牆浪板骨架所建造之牆面,其外表直 此泥Ϊ :網2 ’而鋼網2表面複數組裸空孔21可滲出- 處理。17此直接作表面砌敷磁磚或直接採水泥砌敷平整 外’本案之鋼網牆浪板骨架’ I薄鋼板1以48。角度 需:ΐ而d成型,其寬與長均可視實際牆面厚度及長度 ,由於接近浪板型式,在作牆面造形 工:ί 1 ’因此可利於建築物具造型變化之牆面施 ,如弟七圖所示即為一圓弧形牆面建造 此鋼網牆之曲面踏建造方式’相較於習知鋼網;:二二 :鋼骨2:力支間需要由鋼筋4,貫穿其間作為橫向結構的連 繫,如此曲面造形所要穿插鋼筋4,頗不易,因 = !施之特性,相對施工成本也能大幅=:、 極具產業利用性。 =造牆面較寬之施工時,本創作可利用多組鋼網 架可依照不同牆面寬度來作變化組架,如第八圖 可以多組鋼網牆浪板骨架呈倍數對接堆疊纟 ^ ^ L π 兄、、二木,如第九圖 M251867Page 8 M251867 IV. Creation instructions (5) The industry i let the snail ΓΛ / zhenfu do not need to climb high to do the visual inspection of the hole as the soil. 3 Irrigation Ding Yuzhenfu has the characteristics of easy and convenient construction. As shown in the mixed six diagrams, two corresponding steel meshes can be constructed-two walls (such as Diyi Express, X * ί: Equivalent to rapid construction, solid and low construction cost, because μ · I due to 溥Both sides of steel plate 1 are fixed with screws 4 to fix the square poles of the steel mesh 2 and the steel mesh wall corrugated plate skeleton can withstand large slump pressure,-the utilization and progress of the seat industry. The surface of the steel mesh wall corrugated plate frame is straight to the surface: net 2 ', and the steel mesh 2 has a complex array of bare holes 21 that can seep through-treatment. 17 This is directly used as a surface laying tile or directly cement Laying and smoothing outside the 'Steel mesh wall corrugated plate skeleton' of this case I thin steel plate 1 at 48. The angle needs to be: ΐ and d formed, its width and length can be based on the actual wall thickness and length. Because it is close to the corrugated plate type, it is being used as a wall surface. Shaper: ί 1 'So it can be beneficial to the wall application of the building with a change in shape, as shown in the figure 7 The construction method of the curved surface of the steel mesh wall on the wall is' compared to the conventional steel mesh ;: 22: steel frame 2: the force branch needs to be reinforced by 4 through it, as a connection of the transverse structure, so the reinforcement of the curved surface needs to be interspersed with 4 It's not easy, because of the characteristics of the construction, the relative construction cost can also be greatly increased ::, Very industrial use. = When the construction of the wall is relatively wide, this set of creation can use multiple sets of steel grids to follow different wall surfaces. The width can be used to change the frame. As shown in the eighth figure, multiple groups of steel mesh wall wave boards can be stacked in multiples. ^ ^ L π Brother, and two woods, as shown in the ninth picture M251867
所示可以多組鋼絪膝 十圖所示可以夕4目浪板月罙呈錯位間隔堆疊組架,如第 相較第二圖習:鋼且::=架呈對應間隔堆叠=, 焊接作業,即可快速 ^式本創作可卽瘤许多多工 綜上所陳,本創之鋼網牆牆面者。 網牆牆面上能達到丄=網牆浪板骨架,應用於鋼 及進步性,奋P右Τ Λ用^值及效益,極具產業利用性 法提出新型“以合所規定之要件,故爱依 上列係針對本創作之:::准’實感德便。 施例並非用以限制本創作:;3:行實施例作說明,該實 藝精神所為別作之專利乾圍,凡未脫離本創作技 圍中。 寺 > 貝轭或變更,均應包含於本案之專利範As shown in the figure, there can be multiple sets of steel knuckles. Figure 10 shows that the four-row wave board can be stacked at different intervals, as shown in the second figure. Steel and: == racks are stacked at corresponding intervals. Welding operations, That is to say, this book can be created quickly, and it can be used in many multi-engineering and comprehensive works. The net wall can reach 丄 = net wall corrugated board skeleton, which is applied to steel and progressiveness. It is worthwhile to use ^ value and benefits. It has a very industrial utilization law to propose a new type of "in order to meet the required requirements, so love The above list is for this creation ::: quasi 'real sense and morality. The examples are not used to limit this creation: 3: The examples are used to explain, the patents that the spirit of the art is doing are different, and those who have not left In this creative technique, the temple > yoke or changes should be included in the patent scope of this case
第10頁 M251867 圖式簡單說明 第一圖所示為習知鋼網牆建造骨架示意圖。 第二圖所示為習知鋼網牆建造較寬牆面時所構成之骨架示 意圖。 第三圖所示為本創作鋼網牆浪板骨架外觀示意圖。 第四圖所示為本創作薄鋼板上所設之鎖釘孔剖面示意圖。 第五圖所示為本創作薄鋼板兩側封蓋鋼網之示意圖。 第六圖所示為本創作鋼網牆浪板骨架灌注混凝土形成牆面 之實施例圖。 第七圖所示為本創作鋼網牆浪板骨架灌注混凝土形成具造 型牆面之實施例圖。 第八圖所示為本創作建造寬牆面時以多組鋼網牆浪板骨架 組架實施例一。 第九圖所示為本創作建造寬牆面時以多組鋼網牆浪板骨架 組架實施例二。 第十圖所示為本創作建造寬牆面時以多組鋼網牆浪板骨架 組架實施例三。 符號說明: 1 ’......角鋼 V......门形鋼骨 3 ’......鋼、筋 4’......鋼網 I .......薄鋼板 II ......連續支撐部 12......流漿通孔Page 10 M251867 Brief description of the drawings The first picture shows the schematic diagram of the construction of a conventional steel mesh wall. The second picture shows the skeleton of the conventional steel mesh wall when constructing a wider wall. The third picture shows the appearance of the steel plate wall corrugated board. The fourth figure is a schematic cross-sectional view of the nail holes provided on the creative steel sheet. The fifth figure shows the schematic diagram of the stencil covered on both sides of the creative steel sheet. The sixth figure shows the embodiment of the steel mesh wall corrugated steel plate infused concrete to form a wall surface. The seventh figure shows the embodiment of the steel mesh wall corrugated steel plate infused concrete to form a shaped wall. The eighth figure shows the first embodiment of constructing a wide wall surface with multiple steel mesh wall corrugated boards. The ninth picture shows the second embodiment of a steel frame wall corrugated steel frame when constructing a wide wall. The tenth figure shows the third embodiment of the construction using a plurality of steel mesh wall wave plate skeletons to construct a wide wall surface. Explanation of symbols: 1 '... angle steel V ... portal steel frame 3' ... steel, tendons 4 '... steel mesh I ..... ..Thin steel plate II ... Continuous support 12 ... Slurry through hole
M251867M251867
第12頁Page 12
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW92223067U TWM251867U (en) | 2003-12-31 | 2003-12-31 | Skeleton for corrugated board of steel net |
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| Application Number | Priority Date | Filing Date | Title |
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| TW92223067U TWM251867U (en) | 2003-12-31 | 2003-12-31 | Skeleton for corrugated board of steel net |
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| TWM251867U true TWM251867U (en) | 2004-12-01 |
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| TW92223067U TWM251867U (en) | 2003-12-31 | 2003-12-31 | Skeleton for corrugated board of steel net |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102162278A (en) * | 2011-01-24 | 2011-08-24 | 姜志勇 | Light steel structure building system |
| CN102359204A (en) * | 2011-11-08 | 2012-02-22 | 重庆中瑞鑫安实业有限公司 | Light-weight steel composite wall |
| CN103422590A (en) * | 2012-12-25 | 2013-12-04 | 上海钢之杰钢结构建筑有限公司 | Light-gauge steel joist truss steel plate coated shear wall |
| CN109707048A (en) * | 2019-02-21 | 2019-05-03 | 四川建安装配式工程科技股份有限公司 | Cellular building module and assembled architecture main structure |
| CN109707049A (en) * | 2019-02-21 | 2019-05-03 | 四川建安装配式工程科技股份有限公司 | Thermal insulation and sound insulation wall panels and the main structure of prefabricated buildings |
| CN113789950A (en) * | 2021-09-27 | 2021-12-14 | 中国十七冶集团有限公司 | Anti-fracture steel mesh die capable of reinforcing and locking joint |
-
2003
- 2003-12-31 TW TW92223067U patent/TWM251867U/en unknown
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102162278A (en) * | 2011-01-24 | 2011-08-24 | 姜志勇 | Light steel structure building system |
| CN102359204A (en) * | 2011-11-08 | 2012-02-22 | 重庆中瑞鑫安实业有限公司 | Light-weight steel composite wall |
| CN103422590A (en) * | 2012-12-25 | 2013-12-04 | 上海钢之杰钢结构建筑有限公司 | Light-gauge steel joist truss steel plate coated shear wall |
| CN103422590B (en) * | 2012-12-25 | 2016-02-24 | 上海钢之杰钢结构建筑系统有限公司 | A kind of lightgage steel joist truss steel plate clad can shear wall |
| CN109707048A (en) * | 2019-02-21 | 2019-05-03 | 四川建安装配式工程科技股份有限公司 | Cellular building module and assembled architecture main structure |
| CN109707049A (en) * | 2019-02-21 | 2019-05-03 | 四川建安装配式工程科技股份有限公司 | Thermal insulation and sound insulation wall panels and the main structure of prefabricated buildings |
| CN113789950A (en) * | 2021-09-27 | 2021-12-14 | 中国十七冶集团有限公司 | Anti-fracture steel mesh die capable of reinforcing and locking joint |
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