M242535 捌、新型說明： 【新型所屬之技術領域】 本創作係關於一種建築物之袼子樓板，尤其係指一種 施工方便’施工面平整之格子樓板者。 【先前技術】 一般之格子樓板多使用於如晶圓廠之地板，其之所以 設置為格子乃{由於有抗微震及無塵t 泉通之需求， 因此便有其特殊之形狀。 傳、、先格子樓板之施工法多半是在現場直接施作，然而 ’由於此種才各子樓板之施工法乃{利用王見場灌聚製成，地 面難以達到應有之水平基準’故需再採用高流動性之自平 型砂漿二次施工，而在整個施工過程中，因其深梁之結構 :狀’使得組模及鋼筋綁紮作業皆具相當之困難度，需要 化費大里之時間才能完成此不但造成後續工程時間之 延获，且現場作業品f難以控制，完成之樓板面之水平基 準也不十/刀理想’需要進行後續之修補動作，如此更加造 成施工之不便且拖延卫程時間，因此極待改良。 【新型内容】 本創作人有鑑於此，乃積極進行研究開發，以期可提 '種可、、伯短工時，施工方便且可確保樓板結構施作品質 1反面平正度之格子樓板為目的，經過不斷試驗及努力， 終於開發出本創作。 ^為了達到上返創作目的，本創作乃採取以下之技術手 予乂達成，其中本創作包括有一面極為平整之樓板單元 M242535 及==樓組=置於建築物柱體上之支撐材以 置。 肖以调整各樓板單元高程之高程調整裝 藉由上述之結構配置，僅要以樓板單元 之方式將樓板單元置放於 調整各樓板單元之、 再利用高程調整裝置 處於同-水平δ μ 4使侍各樓板早…頁面可位 凝土，g 再於各樓板單元間置放鋼筋並灌注混 水平平整度，達到〜夺間’且確貫可以確保各樓板之 r ^ 即名工時，且施工面平整之效果。 【貫施方式】 之第現ί參看第_至三圖所示，本創作建築物之格子樓板 之=:r:=r面極為平整且周側設置有突出鋼筋 置於建築物柱體（20;共：板：元（1〇)支揮組裝且設 擇材（2 1 )上，用、 材（2 1 )以及置於支 程/ 以调整各樓板單元（1 0 )高程之高 矛壬5周整裝置（3 〇 )。 皮$中該樓板單元（10)乃是經由預鑄之方式加以製 造！式是在一底面極為平整之模具中，依需求倒 :龍亚灌入混凝土，待混凝土乾硬後，再將與模具之 底面接觸之-面加以反轉作為樓板單元（丄◦)之頂 使用’ $於模具底面極為平整，因此錢反轉後用作頂 樓板早π(工0)之頂面亦極為平整，為最適合用來 t作袼子樓板之基材。 多看第一及二圖所示，若樓板單元（1 〇)置於柱 M242535 體（2 Ο )之支撐材（2 1 )上已經可達到水平面均一 程度，則便不需要利用高程調整裝置f 9 n、 之 π 1d 0 )，否則便 要利用高程調整裝置（3 Ο )調整各樓板單元（i 0而 水平高程，以使得各樓板單元（1 )夕 之 、丄U )之頂面可達到均一 之水平面。 本創作在組裝施工時，僅要將預鑄好之樓板單元（工 〇 )角落置放在支撐材（2 0 )之角落上，並調整好各樓 板單元（1 G )之位置及水平高程後’便可在各樓板單元 (1 〇)間之空隙處封板、冑置鋼筋並m作建築物 之梁體，並藉由灌漿以將各樓板單元（工〇)結合成二體 由於本創作已將樓板單元（i Q)加以關，再送至 施工現場加以組裝’只需於各樓板單元間再施工即可，因 此在整個樓板施工時，不需耗費等待大量混凝土乾硬之時 間’因此可以大幅縮減樓板之施作時間，且由於各樓板單 疋（1 0 )之頂面極為平整’因此施工後不需要有後續修 補之動作。 再玥翏看第四至六圖所示，本創作之第二實施例盥第 一實施例大致類似’其不同之處在於第二實施例另包括有 3作於建築物㈣（20)四周之梁體（4〇)，且該 梁體（4 〇 )於兩側底部向外侧延伸有置放部（4 i )， 而樓板單元（10)相對於梁體（4Q)置放部（41) 之位置形成有可與置放部（4 1 )結合之結合凹部（工工 M242535 同樣式ι述之第一實施例’ 得結合凹：;？、(1〇)置放梁體（40)之上，並使 ^ 口丨〗C 1 1 )與置放部（4 1 ) έ士人 y 行灌m /、夏I、4丄）、结合，而後便可進 及六圖Γ樓板單元（1〇)結合成-體。請參看第五 時，:將=㉝右各樓板單70 (1Q)之水平高程不均-、】將兩程調整裝置（3 〇 )設置 =;)上，藉由高程調整裝置(30)=: 之水平向程加以調整即可。 樓板二：參看第七及第八圖所示’本創作之建築物之格子 、Μ乍時，可以不同之組合方式將樓板 加以组梦甘 T U 、丄u ; 的。1:、均可達到縮短工時，且達到樓板平整化之目 切割為數=物之柱體間距過大，需依需求將格子樓板 頭予以= 用設置於梁體及格子板之公、母接 筋，母接^乃^公接頭乃是具有置放部及突出之〔型鋼 矣員乃疋袼子板接合處具有突出之鋼筋。 【圖式簡單說明】 (一）圖式部分 =一圖為本創作第一實施例之結構示意圖。 圖。帛-圖為本創作第-實施例於組裝時之剖面示意 整樓板單弟7圖為本創作第一實施例利用高程調整裝置調 樓板早，相對高程狀態之剖面示意圖。 :四圖為本創作第二實施例之結構示意圖。 >圖為本創作第二實施例於組裝時之剖面示意 Q282 8 M242535 圖。 第六圖為本創作第二實施例利用高程調整裝置調 整樓板單元相對高程狀態之剖面示意圖。 第七圖為本創作之使用狀態示意圖。 第八圖為本創作之另一使用狀態示意圖。 (二）元件代表符號 (1 0 )樓板單元 (1 1 )結合凹部 (2 0 )柱體 (2 1 )支撐材 (3 0 )高程調整裝置 (4 0 )梁體 (4 1 )結合部M242535 新型 Description of the new type: [Technical field to which the new type belongs] This creation is about a rafter floor of a building, especially a grid floor with a convenient construction surface. [Previous technology] The general grid floor is mostly used in the floor of a fab. The reason why it is set as a grid is {because of the requirements of anti-microseismic and dust-free springs, it has its special shape. The construction method of the first floor slab is mostly applied directly on the site, but 'because the construction method of each sub-floor slab is {made using Wang Jianchang's potting, the ground is difficult to reach the required level of reference' ' It is necessary to use high-flow self-leveling mortar for secondary construction. During the entire construction process, due to the structure of the deep beam: the shape makes the formwork and reinforcing steel banding operations quite difficult. Time to complete this will not only delay the follow-up engineering time, but also make it difficult to control the on-site work product f. The horizontal reference of the completed floor surface is also not perfect / knife ideal. Wei Cheng time, so much to be improved. [New content] In view of this, the creator is actively carrying out research and development, with a view to providing a variety of short-term working hours, convenient construction and ensuring the quality of the floor slab structure work. Through continuous experimentation and hard work, this work has finally been developed. ^ In order to achieve the purpose of back-to-back creation, this creation was achieved by using the following technical techniques. Among them, this creation includes a very flat floor slab unit M242535 and == building group = supporting materials placed on the building pillars. . Xiao adjusted the height of each floor unit with the height adjustment device. With the above-mentioned structural configuration, only the floor unit should be placed in the way of adjusting each floor unit, and then the elevation adjustment device should be at the same level δ μ 4 so that Serve each floor early ... The page can be placed with condensate, and then the steel bar is placed between the floor units and poured into the horizontal flatness level to achieve ~ Duan ', and it can ensure that each floor ^ is the famous man-hour, and the construction surface Smoothing effect. [Implementation method] As shown in Figures _ to 3, the =: r: = r surface of the lattice floor of this creative building is extremely flat, and protruding steel bars are placed on the column (20 ; Total: Plate: Yuan (10) support assembly and selection of materials (2 1), using materials (2 1), and placed on the branch / to adjust the height of each floor unit (1 0) for 5 weeks The whole device (30). The floor unit (10) in the skin is manufactured by means of 式! The formula is in a mold with a very flat bottom surface, which is poured according to demand: Longya is poured into the concrete, and the concrete is dried. After hardening, the surface that is in contact with the bottom surface of the mold is reversed to be used as the top of the floor unit (使用 ◦). '$ Is extremely flat on the bottom surface of the mold, so the money is used as the top floor plate as early as π (work 0). The top surface is also very flat, and it is the most suitable base material for the rafter floor. See the first and second figures, if the floor unit (10) is placed on the support material (2 Ο) of the column M242535 (2) 1) can reach the level of uniformity in the horizontal plane, then you do not need to use the height adjustment device f 9 n, π 1d 0), otherwise Using the elevation adjustment means (3 Ο) adjust the floor units (i 0 horizontal elevation, so that the respective floor unit (1) of Xi, Shang U) of a uniform top surface of the horizontal plane can be achieved. When assembling and constructing this project, only place the corners of the finished floor unit (work 0) on the corner of the support material (20), and adjust the position and level of each floor unit (1 G). 'It is possible to seal the board at the space between the floor units (10), install steel bars and m as the beam of the building, and grout to combine the floor units (work 0) into two bodies. The floor unit (i Q) has been closed and then sent to the construction site for assembly. 'Just re-construction between the floor units, so there is no need to wait for a lot of concrete to harden during the entire floor construction.' The construction time of the floor slab is greatly reduced, and since the top surface of each floor slab (10) is extremely flat, there is no need for subsequent repairs after construction. Looking at the fourth to sixth figures, the second embodiment of this creation is roughly similar to the first embodiment. The difference is that the second embodiment includes three operations around the building (20). A beam body (40), and the beam body (40) has a placement portion (4i) extending outward at the bottom of both sides, and the floor unit (10) is opposite to the beam body (4Q) placement portion (41) A combination recess (which can be combined with the placement part (41)) is formed at the position (the first embodiment described in the same manner as in Monggong M242535). The combination recess:;, (10) where the beam body (40) is placed Up, and combine ^ 口 丨〗 C 1 1) and the placement unit (4 1), irrigate m /, Xia I, 4 丄), and then enter the six-floor Γ floor unit (1 O) Combined into -body. Please refer to the fifth time: set the level elevation unevenness of each floor sheet 70 (1Q) to the right-,] set the two-way adjustment device (30) =;), and use the height adjustment device (30) = : The level can be adjusted. Floor slab 2: See Figures 7 and 8 for the grids and buildings of this creation. At first, the floor slabs can be grouped in different combinations, Menggan T U, 丄 u; 1: Both can shorten the working hours, and achieve the goal of flattening the floor slab = the distance between the pillars of the object is too large, and the grid floor slab head needs to be used according to the requirements = the male and female joints installed on the beam and grid slab The female joint ^ 乃 ^ male joint is a steel bar with a protruding portion and a protruding steel bar at the joint of the daughter board. [Schematic description] (I) Schematic part = A diagram is a schematic structural diagram of the first embodiment of the creation. Illustration.图 -The diagram is the cross-section diagram of the first embodiment of the creation at the time of assembling. Figure 7 of the entire floor is a cross-section diagram of the first embodiment of the creation. : The four pictures are the structural schematic diagrams of the second embodiment of the creation. > The figure is a schematic cross-sectional view of the second embodiment of the author during assembly Q282 8 M242535. The sixth figure is a schematic cross-sectional view of adjusting the relative elevation state of the floor unit by using the elevation adjusting device in the second embodiment of the creation. The seventh figure is a schematic diagram of the use status of the creation. The eighth picture is another schematic diagram of the use state of the creation. (2) Symbols of components (1 0) Floor unit (1 1) Combined recess (2 0) Post (2 1) Support material (3 0) Elevation adjustment device (4 0) Beam (4 1) Joint