M322952 八、新型說明·· 【新型所屬之技術領域】 本創作涉及-種伸縮縫構件，尤指一種用於混凝土板的伸縮縫構件。 【先前技術】 戶外步道或廣場等混凝土板（尤指她），經常因為伸縮縫的設置不當而發 生龜裂。地^反發生紐後，輕則有礙觀瞻，重則造成使用上有安全之虞。 造成此凝土板發生龜裂的原因，大致有下列情形： 一、基層土層級配未加以夯實，造成因為不均勻沉陷而發生裂缝； -、文到周邊應力的影響而造成裂縫，例如，混凝土板的旁邊有構造物，且 受到構造物的重量壓力或推擠影響而造成裂縫； 三、 混凝土板太狹長，且未設置伸縮縫，以致於受到熱服冷縮的影響由較弱 的地方產生裂縫； 四、 混凝土;堯注完成後，使用切割方式使混凝土板具有伸、縮縫，但是切割施 、工的時間點太晚，裂縫已然形成。 * 關内營造業界為了解決混凝土板會發生龜裂關題，經常使_割、利用 工作縫或混凝土澆置時立即施放保麗龍或其他材質等方式來作伸縮縫，但其優劣 點如下： 刀°】般來說切割為最整齊清潔的方式，唯混凝土洗注後立刻開始進 a欠化作用相對地也因水化作用及天候因素產生大量的熱能，體積也因熱服冷 縮迨成裂縫立即形成，因此切割方式往往未待切割開始，地板即已經看到細小的 裂縫。 5 M322952 .'\ 2·利用工作縫：此方法因為沒有事前規劃，往往利用混凝土洗注完成，工 作告一段雜才設置一道伸縮縫，會造成設置不足或設置位置不當的後果。 3·於混凝土澆注時立即在現場擺放保纖或其他材質，雖然施工簡易快速 但是材質不均-或不具伸狀^献施放不廳，造成工程品質不佳。 4·依設計圖的放置位置釘模擺放伸縮縫材料的方法最確實，但施工進度緩 慢，一般營造不易採用。 【新型内容】 為解決上制題，本創作的主要目的在於揭示一種伸縮縫構件，可以承受左 右兩侧的麵及變形，應用於混凝土板的喃，具有施工簡便及使混凝土板不易 產生裂縫的修，其結構包括_具彈,_顧，且本體的鱗呈巾空設有一第一 緩衝室或設有-第-緩衝室及—第二緩衝室，且該本體_部呈波浪狀、圓换狀 、圓頂狀或平面狀的其中一種。 本創作的另—目的在於使所揭示的伸縮縫構件還具有幫助混凝土板排水的功 月匕以減為凝土板因積水生長青苔，其結構為本體的頂部還設有渗水孔與本體 的第-緩衝室相通’使本體的第一緩衝室細機的功能，可以快速排除混 凝土板的積水。 ^ 本創作的又—目的在於使所揭示的伸縮縫構件還可應用於从度的混凝土板 ，其結構為底面凸伸出一雜部，可視需要供聯結上一觀反來加高高度，使得 伸縮縫構件能夠確實幫助混凝土板導裂。 【實施方式】 如圖所不，本創作所示的伸縮縫構件1〇，以彈性材質製成，其基本構造為 M322952 具有-本體11，且本體11 _部呈中空以形成具有_第—麟室13，本體n 的頂部12設成如圖-的A區域所示形狀，呈波浪狀。所以，如圖八所示，本創 作的伸細缝構件10承受到左右兩侧的擠壓後可以壓縮變形。 如圖二所示，本創作的伸縮縫構件1〇的另一種實施例，係將本體u的中空 内部設成具有-第-緩衝室13及-第二緩衝室14，以及，本體n的頂部12設 成呈波浪狀，但核11的底祕相—雛部15，以視需要侧紅—紛妾板 40以加高高度。所以，如圖十所示，這種伸縮縫構件1〇承受到左右兩侧的擠壓 >後同樣可以壓縮變形，而且，如果遇到深度不足的狀況時，可以搭接上任何材質 的搭接板40來加高高度。 如圖三或圖四所示，本創作的伸縮縫構件1〇的另一種實施例，係在本體n 的頂部12上面開設有-道滲水孔16，且與本體n内部的第一緩衝室13相通， 或者’在本體η的左右兩侧還延伸出多數支翼片17，其中，翼片17的形狀可為 不同的幾何形狀。所以，如圖八至圖十所示，這種伸縮縫構件1〇承受到左右兩 ‘側的擠壓後同樣可以壓縮變形，而且本體η的第一緩衝室13還兼鼎水通道的 I 一功能。此外，這種伸縮縫構件10利用翼片4〇可以牢固地置入在凝固的混凝土3〇 之中。 如圖五至圖七所不，本創作的伸縮縫構件1〇的另一種實施例，係將本體η 的頁。Ρ 12 n又成如圖五、圖六或圖七的Α區域所示形狀，呈圓雛、圓頂狀 或平面狀。廷種伸縮縫構件10的本體n同樣具有第一緩衝室13或者還設有滲 X孔16與第緩衝至13相通，承受到左右兩側的擠壓後同樣可以壓縮變形。 汝圖VI«圖十所示，本創作的伸縮縫構件的左右兩側可以承受擠壓，當在 7 M322952 戶外的原有土層或級配層20上面以混凝土 3〇舖設地板的時候，可應用於混凝土 30之中，使得凝固後的混凝土板能夠充分伸縮自如，故不易產生裂縫。 本創作的伸縮縫構件10具有滲水孔16以及使用第一緩衝室13作為排水通道 ，因此，施工完成的混凝土板，可直接使用本創作的伸縮縫構件1〇作為簡易的 排水糸統。 而且，當戶外的原有土層或級配層20需要舖設大厚度的混凝土板的時候，本 創作的伸縮縫構件10可聯結上搭接板40來加高高度，使得凝固後的混凝土板能 夠充分伸縮自如，且不易產生裂縫。 綜上所述，使用時，本創作的伸縮縫構件1〇具有下列優點： 1·可以利用現場混凝土 30澆注完成後未初凝之前，立即依預先設置的地點 將本創作的伸縮縫構件10導入混凝土 30之中，且導入之前可預先在伸縮縫構件 1〇的頂部12黏合一層膠帶，其作用為混凝土固化後將膠帶撕開即可保持伸縮縫 構件10的頂部12的潔淨。而且，使用鏝刀小心鏝平就可使伸縮縫構件ι〇的頂 部12與混凝土 30的完成面平齊。 2·本創作的伸縮縫構件1〇左右兩側可延伸出翼片17，在混凝土 3〇流動性 佳之時，能阻止伸縮縫構件10上浮的浮力，且讓混凝土能充滿伸縮縫構件1〇的 雙側，使混凝土 30凝固後能密著伸縮缝構件10的彈性材質，讓混凝土板能充分 的伸縮自如，而不易產生裂縫。 3·本創作的伸縮縫構件1〇本身有足夠的空間可以吸收或是其材質足夠延伸 ’讓混凝土板能自由伸展無礙。 4·本創作的伸縮縫構件10本身有設置排水管道的空間，遇雨或是積水，可 M322952 以幫助驗做有效的排水，其排水系統可與其它各種管線做完美搭配，讓雜完 美整齊又乾爽，減少地板因積水生長青苔。 5. 本創作的伸縮縫構件1〇可應用於林度的混 裂’使混凝土板告別不美觀的裂縫。 6. 本創作的伸縮縫餅10的頂部12可以設計各種顏色或是螢光，讓混凝 1〇 ’在燈光不清楚的 職，還可以引導使用人用路的位置，更加安全實用。 7·使用伸縮縫構件1〇的施工簡便，可以快速達到美觀實用的價值。 以上所揭示的内容，乃本創作較佳的具體實施例，舉凡與本創__ @ 麟能物絲，#、職t胃曝賴，_細_靖者能夠輕易 完成的嶋改、修較良或變化，應俱不脫離本創她涵蓋主張 範疇。 【圖式簡單說明】 圖一係本創作所示的伸縮縫構件的結構示意圖。 圖二係本創作所示的伸縮縫;虜件的另一種結構示意圖。 圖三係本創作所示的伸縮縫 才 冓件的另一種結構示意圖。 圖四係本創作所示的伸縮縫構件的另一種結構的斷面圖。 圖五係本創作所示的伸縮縫構件的另一種結構的斷面圖。 圖六係本創作所示的伸縮縫構件的另—種結構的斷面圖。 圖七係本創作所示的伸縮縫構件的另一種結構的斷面圖。 M322952 圖八係圖三所示的伸縮縫構件使用於現凝土板中作為伸縮、、* 圖九係圖四所示的伸縮缝構件使用於混凝土板中作為伸縮縫的= 圖十系圖二所示的伸|fg縫構件利用紛妾細7鬲高度且使用於混凝土板中作為 伸縮縫的斷面圖。 【主要元件符號說明】 10… …伸縮縫才冓件 11- …本體 12… …頂部 13… 14… …第二緩衝室 15… …雜部 16… …滲水孔 17… …翼片 20… …原有土層或#^&層 30… 40··· …雛板M322952 VIII. New description·· 【New technical field of the invention】 This creation involves a kind of expansion joint member, especially a expansion joint member for concrete slab. [Prior Art] Concrete slabs such as outdoor walkways or plazas (especially hers) are often cracked due to improper setting of the expansion joints. After the anti-occurrence of the land, the light is unsightly, and the safety is caused by the use of it. The reason for the cracking of the concrete board is as follows: 1. The gradation of the base soil layer is not tamped, causing cracks due to uneven subsidence; - the crack caused by the influence of surrounding stress, for example, concrete There is a structure next to the plate, and the crack is caused by the weight pressure or pushing of the structure; 3. The concrete slab is too long and has no expansion joint, so that it is generated by a weak place due to the heat shrinkage. Cracks; 4. Concrete; after the completion of the injection, the concrete slab is stretched and contracted by cutting, but the time for cutting and working is too late, and cracks have formed. * In the construction industry, in order to solve the problem of cracking in concrete slabs, it is often used to apply styrofoam or other materials to make expansion joints when using slashing, using work seams or concrete, but the advantages and disadvantages are as follows: Knife °] Generally speaking, the cutting is the most neat and clean way. Only after the concrete is washed, the incipientization is started. Relatively, a large amount of heat is generated due to the hydration and weather factors, and the volume is also cooled by the heat. The cracks form immediately, so the cutting method is often left unfinished and the floor has seen small cracks. 5 M322952 .'\ 2·Using work seams: This method is often done with concrete washing because there is no pre-planning. It is a result of setting up a expansion joint for a piece of work, which may result in insufficient setting or improper positioning. 3. When the concrete is poured, the fiber-contained or other materials are placed on the spot immediately. Although the construction is simple and fast, the material is uneven--or it does not have a stretched shape and is not suitable for casting, resulting in poor engineering quality. 4. The method of placing the expansion joint material according to the placement position of the design drawing is the most accurate, but the construction progress is slow, and it is generally difficult to adopt. [New content] In order to solve the above problem, the main purpose of this creation is to reveal a kind of expansion joint member, which can bear the surface and deformation of the left and right sides, and is applied to the slab of concrete slab, which has simple construction and makes the concrete slab not easy to crack. Repair, the structure includes _with a bullet, _ Gu, and the scale of the body is provided with a first buffer chamber or a - first buffer chamber and a second buffer chamber, and the body portion is wavy and round One of a changeable shape, a dome shape, or a flat shape. The other purpose of the present invention is to make the disclosed expansion joint member also have the function of helping the concrete slab to drain the slab to reduce the growth of the slab due to the accumulation of water, and the structure is such that the top of the body is provided with a water seepage hole and a body. - The buffer chamber communicates with the function of the first buffer chamber of the body to quickly remove water from the concrete slab. ^ The purpose of this creation is to make the disclosed expansion joint member also applicable to the degree of concrete slab, the structure of which protrudes from the bottom surface of a sub-portion, which can be used for the purpose of heightening the connection. The expansion joint member can definitely help the concrete slab to crack. [Embodiment] As shown in the figure, the expansion joint member 1〇 shown in the present creation is made of an elastic material, the basic structure of which is M322952 has a body 11 and the body 11 _ portion is hollow to form a _ _ _ In the chamber 13, the top portion 12 of the body n is formed in a shape as shown in the area A of Fig. - and has a wave shape. Therefore, as shown in Fig. 8, the stretched slit member 10 of the present invention can be compressed and deformed after being pressed to the left and right sides. As shown in FIG. 2, another embodiment of the present expansion joint member 1 is configured such that the hollow interior of the body u is provided with a -th-buffer chamber 13 and a second buffer chamber 14, and the top of the body n 12 is set to be wavy, but the bottom secret phase of the core 11 - the young part 15, to the side of the red as needed - the slab 40 to heighten. Therefore, as shown in FIG. 10, the expansion joint member 1 can be compressed and deformed after being pressed to the left and right sides, and if any depth is insufficient, it can be lapped with any material. The plate 40 is used to raise the height. As shown in FIG. 3 or FIG. 4, another embodiment of the expansion joint member 1A of the present invention is such that a water passage hole 16 is opened on the top portion 12 of the body n, and the first buffer chamber 13 is inside the body n. In the same manner, or a plurality of fins 17 are extended on the left and right sides of the body η, wherein the shape of the fins 17 may be different geometries. Therefore, as shown in FIG. 8 to FIG. 10, the expansion joint member 1 can be compressed and deformed after being pressed to the left and right sides, and the first buffer chamber 13 of the body η also serves as the water passage I. Features. Further, such an expansion joint member 10 can be firmly inserted into the solidified concrete 3 by the flaps 4. As shown in Fig. 5 to Fig. 7, another embodiment of the expansion joint member 1 of the present invention is a page of the body n. Ρ 12 n is in the shape shown in the Α area of Figure 5, Figure 6, or Figure 7. It is round, dome-shaped or planar. The body n of the tubular expansion joint member 10 also has a first buffer chamber 13 or is provided with a permeation hole 16 communicating with the first buffer 13 to be compressed and deformed after being pressed to the left and right sides. As shown in Figure VI, Figure 10 shows that the left and right sides of the expansion joint member of this creation can be pressed. When laying the floor with concrete 3〇 on the original soil layer or gradation layer 20 of 7 M322952 outdoors, It is applied to the concrete 30 so that the solidified concrete slab can be fully expanded and contracted, so that cracks are less likely to occur. The expansion joint member 10 of the present invention has the water permeable hole 16 and the first buffer chamber 13 as the drainage passage. Therefore, the concrete slab having the construction can be directly used as the simple drainage system. Moreover, when the original original soil layer or the gradation layer 20 needs to be laid with a large thickness of the concrete slab, the expansion joint member 10 of the present invention can be coupled with the lap panel 40 to increase the height, so that the solidified concrete slab can It is fully flexible and free from cracks. In summary, when used, the expansion joint member 1 of the present invention has the following advantages: 1. The original expansion joint member 10 can be introduced at a pre-set location immediately before the initial concrete 30 is poured. In the concrete 30, and before the introduction, a layer of tape may be adhered to the top portion 12 of the expansion joint member 1 , in advance, so that the concrete is cured and the tape is torn to keep the top 12 of the expansion joint member 10 clean. Moreover, careful topping with a file allows the top portion 12 of the expansion joint member ι to be flush with the finished surface of the concrete 30. 2. The expansion joint member 1 of the present invention can extend the fins 17 on the left and right sides, and can prevent the buoyancy of the expansion joint member 10 from floating when the concrete 3 is good in fluidity, and allows the concrete to fill the expansion joint member 1 On both sides, the concrete 30 can be solidified to adhere to the elastic material of the expansion joint member 10, so that the concrete slab can be fully stretched and freely, and cracks are not easily generated. 3. The expansion joint member 1 of this creation has sufficient space to absorb or its material is sufficiently extended to allow the concrete slab to stretch freely. 4. The expansion joint member 10 of the creation itself has a space for providing drainage pipes. In case of rain or water accumulation, M322952 can be used to help check the effective drainage. The drainage system can be perfectly matched with other various pipelines, so that the impurities are perfectly neat and tidy. Dry, reduce the floor to grow moss due to stagnant water. 5. The expansion joint member 1 of the present invention can be applied to the cracking of the forest degree to make the concrete slab farewell to the unsightly crack. 6. The top 12 of the creation of the expansion joint cake 10 can be designed in various colors or fluorescent, so that the coagulation 1〇 ’ in the position where the light is unclear can also guide the position of the user to use the road, which is safer and more practical. 7. The use of the expansion joint member 1〇 is simple and convenient, and can quickly reach the value of aesthetics and practicality. The content disclosed above is a better specific embodiment of the creation, and the tampering and repairing can be easily accomplished by the __ @麟能物丝,#,职t stomach, _ fine_jing Good or change, should not be separated from the scope of this cover. [Simple description of the drawing] Fig. 1 is a schematic structural view of the expansion joint member shown in the present creation. Figure 2 is the expansion joint shown in this creation; another structural diagram of the element. Figure 3 is another structural diagram of the expansion joints shown in this creation. Figure 4 is a cross-sectional view showing another structure of the expansion joint member shown in the present creation. Figure 5 is a cross-sectional view showing another structure of the expansion joint member shown in the present creation. Fig. 6 is a cross-sectional view showing another structure of the expansion joint member shown in the present creation. Figure 7 is a cross-sectional view showing another structure of the expansion joint member shown in the present creation. M322952 Figure 8 is the expansion joint member shown in Figure 3 used in the existing concrete board as the expansion and contraction, * Figure 9 is the expansion joint member shown in Figure 4 used in the concrete slab as the expansion joint = Figure 10 The illustrated |fg seam member is a cross-sectional view of the expansion joint that is used in a concrete slab as a joint. [Description of main component symbols] 10... ... expansion joints 11 - ... body 12 ... top 13 ... 14 ... ... second buffer chamber 15 ... ... ... 16 ... water seepage holes 17 ... ... ... ... ... ... ... ... There are soil layers or #^& layer 30... 40··· ...