M364108 五、新型說明： 【新型所屬之技術領域】 本創作係有關一種制震壁，尤指一種以上固定件及下固定件 夾置一消能元件，並以消能元件將上、下固定件所傳送之振動能 量轉換為熱能而消散，以達到避震效果者。 【先前技術】 地震的不可預測及強大的破壞力，常使得大多數人談震色 變’是以如何將地震可能造成的災害減降至最讎度，乃為各界 致力追求之目標’尤其對於者而言，如何能在建築材料及 建築結構的配合下，將義_防震效駄幅提高， 的重要課題。 辰上 當地震發生時，由於地層的變動，會使得地基產生 以作用在建祕的N層她上，錢她 : =振動位移，其相對振動位移會由第-層累酬::間: :=層動位移越大，因此需在每設置 害。^裝置㈣少樓制之树織位移所產生的建築物傷 ^近年⑽魏紅賴獅科技騎步，諸 效。現行龍㈣I 提升建築物耐震能力之功 見仃I用的減震消能裝置主要由鋼板切 刀之力 =口之彈縮量，以因應地震之震波型態對骨齡形成鋼板 向的緩衝消能作用，進而保護建築物之功效。、:=生不同方 另’亦有採用阻尼 3 M364108 器來達成防震效果者。 在實際使料，上述各棚震裝置大多能_-定程度的防 震效果。惟’在安觀行習_減朗賊置結構或—般使用之 阻尼器時，由於受限於裝置的尺寸，賴在建築物内侧較大的 空間’因此’將使得建築物内所能利用的空間大幅減小。 有紐此，為了改善上述之缺點，使制震壁不僅能有效吸收 地震能量，以確保賴物及人M之安全1可減少所佔用之體積， 以增加建築物内可之室的間，創作人積多 的研發改進，财補狀產生。 、驗及不斷 【新型内容】 本創作之主要目的在提供―齡―上ϋ定件及-下固定件之 間夾置-消能元件之制震壁，俾能藉由消能元件吸收上、下固定 獅斤傳送之振動，並將振動能量轉換為熱能輯散，達到吸收地 震能量的效果。 本創作之次要目的在提供—種在-上固定件及-下固定件之 間夾置了板片狀消能树之制震壁，俾能在安裝時，減少整體體 積，並增加建築物内可使用之室内空間。 為達上補狀目的，補侧設之财定於建築 物之上'下樓板之間’包括—上固定件、—下固定件以及一消能 =。其中，該上固定件的頂部連接上樓板；該下固定件的底部 j接下樓板；而該舰元件係連結於上蚊件的板面底部與下固 疋件的板面頂部之間。 M364108 實施時，該消能元件包括-高分子阻尼材料層及分別連結於 南分子阻尼材料層相對二綱左側板及右織，該核板與上固 定件的板面底部連結’職右侧板與-pgj定件的板面卿連結。 為便於對本創作能有更深入的瞭解，茲詳述於後： 【實施方式】 ' 請參閱第卜2圖所示，其為本創作制震壁1之較佳實施例， _ 包括-上S1定件2、-下固定件3以及i能元件4。 該上固定件2包括-上定位板2卜一上板體22及二個上連接 板（23、23’）。該上定位板21係為一水平板體211及一垂直板體 212所形成之倒L形板，該水平板體211上設有複數個上、下貫穿 之通孔213，供分別以螺釘穿過後，固定於—建築物的上樓板8 底面（如第4圖所示）；該垂直板體212上設有複數個左、右貫穿 之穿孔214。實施時，所述的水平板體211亦可以鋼釘釘入上樓板 8 ’或以焊接、蚊方式ϋ定於上樓板8底面。該上板體22的上 •半部係呈長方形，下半部係呈圓形，且該上板體η的上半部設有 複數個孔道22卜該上板體22的圓形下半部設有複數個呈環形陣 列狀排列之定位孔222。而該等上連接板（23、汉）的板面上分 、別設有複數個對應垂直板體212的各穿孔2Μ及複數瓣應上板 ‘ ^2的定位孔221之圓孔（231、231，），藉以供複數__ 後，以螺帽螺合，將垂直板體212及上板體22的上半部夾持定位 在二個上連接板（23、23，）之間，使上定位板21、上板體22及 二個上連接板（23、23，）形朗定雜。實施時，所述的上定位 5 M364108 板2卜上板體22及二個上連接板（23、23，）亦可以鉚接方式結 合0 該下固定件3包括-下定位板3卜一下板體32及二個下連接· 板（33 33 )。該下定位板31係為一水平板體311及一垂直板體’ 312所形成之l形板，該水平板體311上設有複數個上、下貫穿之 通孔313’供分別以螺釘穿過後，固定於建築物的下樓板9頂面（如 第4騎示），該垂直板體312上設有複數個左、右貫穿之穿孔。 實施時，所述的水平板體311亦可以鋼釘釘入下樓板9,或以焊接、# 錫定方式©定於下樓板9 _。該下健32釘铸係呈長方 形’上半部係呈圓形，且該下板體32的下半部設有複數個 孔道32卜該下板體32的圓形上半部設有環形陣列狀排列之定位 孔322而該等下連接板（33、33’）的板面上分別設有複數個對 應下定位板31的垂直板體312的各穿孔及複數個對應下板體幻 的孔道321之圓孔（33卜331，），藉以供複數個螺絲穿過後，以螺 帽螺合，將下定位板31的垂直板體312及下板體32的下半部央、 持定位在二個下連捿板（33、33，）之間，使下定位板3ι、下板體攀 32及二個下連接板（33、33，）形成固定連結。實施時，所述的下 定位板31、下板體32及二個下連接板（33、33，）亦可以柳接方 式結合❶ _ 而如第3圖所示’該消能元件4包括一高分子阻尼材料層41、▲ 一圓板狀的左側板42及一圓板狀的右側板43 ’該左、右侧板（42、 43)係為鋼板。該高分子阻尼材料層41包括一辛間層及由令 6 M364108 間層411的端部周緣垂直向外延伸的包覆層412，使該高分子阻尼 材料層41的左、右兩侧分別形成一圓槽，供對應容置並結合左侧 板42及右侧板43後，使該中間層411夾置於左侧板42及右侧板 43之間’而該包覆層412則披覆於左侧板42及右側板幻的周緣。 又該左侧板42的板面上設有複數個對應下板體32的上半部定位 '孔322的螺孔421 ’供以複數個螺絲穿過下板體32的定位孔322 #及螺孔421後，連結下板體32及左側板42 ;該右側板43的板面 上設有複數個對應上板體22的下半部定位孔222的螺孔，供以複 數個螺絲穿過下板體32的定位孔222及螺孔後形成連結。 第4圖係為本創作之使用狀態圖，其中，該上固定件2的頂 部連接上樓板8，該下固定件3的底部連接下樓板5^當地震發生 而使得建築物上、下樓板（8、9)呈相對振動位移時，會使得上、 下固定件（2、3)呈交錯移動之狀態，並連動使高分子阻尼材料 層4變形（如第5圖所示），而由於高分子阻尼材料層4具有將交 • 錯振動位移之能量轉換為熱能而消散之物理特性，因此可避免建 築物因各樓層的過度晃動而損壞。 因此’本創作具有以下之優點： 1本創作可藉由消能元件的高分子阻尼材料層吸收上、下樓板因 • 地震所產生的交錯振動位移能量，並將振動能量轉換為熱能而 消散，以減少建築物因地震所造成之變位，確保建築物及人員 之安全。 2、本創作相較於習用制震之產品，具有厚度較薄之優勢，且沒有 7 M364108 微變形不能回復及疲勞裂縫的問題，因此，可容納於建築牆體 内:而不影響原有之建築配置，留下最大之室内冑間以供使用。 綜上所述’依上文所揭示之内容本創作確可達到創作之預 期目的’提供—種不僅能有效魏地震能量，以雜建築物及人 員之女全’且可增加建築物室内空間之制震壁，極具實用之價值， 爰依法提出新型專利申請。 以上所述乃是本創作之具體實施例及所運用之技術手段，根 據本文的揭露或教導可衍生推導出許多的變更與修正，若依本創 ，之構，所作之等效改變，其所產生之侧仍未超出說明書及圖 ’所涵蓋之實質精神時，均應視為在本創作之技術料之内，合 先陳明。 α 【圖式簡單說明】 第1圖係為本創作之較佳實施例之立體外觀圖。 第2圖係為本創作之較佳實施例之元件分解圖。 第3圖係為本創作之較佳實施例之消能元件之立體剖面圖。 第4圖係為本創作之較佳實施例之使用狀態圖。 第5圖係為本創作之消能元件在受到交錯外力時之變形狀態示意 圖。 、 【主要元件符號說明】 上固定件 2 水平板體 211、311 通孔 u 制震壁 i 上定位板 21 垂直板體 212、312 M364108 穿孔 214 上板體 22 孔道 221 定位孔 222 上連接板 23、23， 圓孔 231 、 231， 下固定件 3 下定位板 31 通孔 313 下板體 32 孔道 321 定位孔 322 下連接板 33、33， 圓孔 33 卜 331， 消能元件 4 高分子阻尼材料層41 中間層 411 包覆層 412 左側板 42 螺孔 421 右侧板 43 上樓板 8 下樓板 9 • · 9M364108 V. New description: [New technical field] This creation is related to a kind of seismic wall, especially one or more fixing parts and lower fixing parts sandwiching an energy dissipating component, and the upper and lower fixing parts are used as energy dissipating components The transmitted vibration energy is converted into heat energy and dissipated to achieve the shock absorber effect. [Prior Art] The unpredictable and powerful destructive power of the earthquake often causes most people to talk about the change of the earthquake. It is the goal of how to reduce the disaster that may be caused by the earthquake. In addition, how to improve the _ _ anti-shock effect, with the cooperation of building materials and building structures, is an important issue. When the earthquake occurred in Chensang, due to changes in the stratum, the foundation will be produced on the N layer of her secrets. The money she: = vibration displacement, its relative vibration displacement will be compensated by the first layer::::= The greater the laminar displacement, it is necessary to be harmful at each setting. ^ Installation (4) Building damage caused by the displacement of the tree structure of the small building system ^ In recent years (10) Wei Hong Lai Shi Technology riding, the effect. The current dragon (four) I enhances the building's seismic capacity. The damping energy dissipating device used by I mainly consists of the force of the steel plate cutter = the amount of camber to reduce the cushioning energy of the steel plate in response to the seismic wave pattern of the earthquake. The role of protecting the building's effectiveness. , :== Different in different sides. Also, the damping 3 M364108 is used to achieve the shockproof effect. In actual practice, most of the above-mentioned shed-shock devices can achieve a certain degree of anti-shock effect. However, when the damper is used in the construction of the building, or because it is limited by the size of the device, the larger space on the inside of the building will be made available in the building. The space is greatly reduced. In order to improve the above shortcomings, the seismic wall can not only effectively absorb the seismic energy, but also ensure the safety of the object and the person M. 1 The volume occupied can be reduced to increase the room between the buildings. People have accumulated a lot of research and development improvements, and financial supplements have emerged. , inspection and continuous [new content] The main purpose of this creation is to provide the "small-upper" and the lower-fixing member between the clamping and dissipating elements of the damping wall, which can be absorbed by the energy-absorbing element. The vibration transmitted by the lion is fixed, and the vibration energy is converted into heat energy to achieve the effect of absorbing seismic energy. The secondary purpose of this creation is to provide a shock-absorbing wall of a plate-shaped energy-dissipating tree between the upper-fixing member and the lower-fixing member, which can reduce the overall volume and increase the building during installation. Indoor space available for use. In order to achieve the purpose of replenishment, the supplementary side of the building is set on the 'under the floor slab' above the building, including - upper fixing parts, - lower fixing parts and one energy dissipation =. Wherein, the top of the upper fixing member is connected to the upper floor; the bottom j of the lower fixing member is connected to the floor; and the ship element is connected between the bottom of the upper surface of the upper mosquito piece and the top of the lower surface of the lower fixing piece. When the M364108 is implemented, the energy dissipating component comprises a layer of a polymer damping material and a pair of a left side plate and a right side of the second molecular damping material layer respectively connected to the bottom surface of the upper surface of the upper fixing member. Linked to the board surface of the -pgj fixed piece. In order to facilitate a deeper understanding of the creation, it is described in detail later: [Embodiment] 'Please refer to Figure 2, which is a preferred embodiment of the creation of the seismic wall 1, _ including - on S1 Fixing member 2 - lower fixing member 3 and i energy element 4. The upper fixing member 2 includes an upper positioning plate 2, an upper plate body 22, and two upper connecting plates (23, 23'). The upper positioning plate 21 is an inverted L-shaped plate formed by a horizontal plate body 211 and a vertical plate body 212. The horizontal plate body 211 is provided with a plurality of through holes 213 extending through the upper and lower sides for respectively wearing screws. Thereafter, it is fixed to the bottom surface of the upper floor 8 of the building (as shown in FIG. 4); the vertical plate body 212 is provided with a plurality of perforations 214 extending through the left and right. In practice, the horizontal plate body 211 can also be nailed into the upper floor 8 ' or welded to the bottom surface of the upper floor 8 by welding or mosquito. The upper half of the upper plate body 22 has a rectangular shape, and the lower half has a circular shape, and the upper half of the upper plate body η is provided with a plurality of holes 22 and a circular lower half of the upper plate body 22. A plurality of positioning holes 222 arranged in a circular array are provided. And the upper connecting plates (23, han) are divided into a plurality of holes 2 对应 corresponding to the vertical plate body 212 and a plurality of round holes of the positioning holes 221 of the upper plate ' ^ 2 (231, 231,), after the plural __, the nut is screwed, and the upper half of the vertical plate body 212 and the upper plate body 22 are clamped between the two upper connecting plates (23, 23,), so that The upper positioning plate 21, the upper plate body 22 and the two upper connecting plates (23, 23,) are shaped and shaped. When implemented, the upper positioning 5 M364108 board 2 and the upper board 22 and the two upper connecting boards (23, 23,) can also be riveted and combined with 0. The lower fixing member 3 includes a lower positioning plate 3 and a lower plate body. 32 and two lower connection plates (33 33). The lower positioning plate 31 is a horizontal plate body 311 and a vertical plate body 312 formed by a vertical plate body 312. The horizontal plate body 311 is provided with a plurality of upper and lower through holes 313' for respectively wearing screws. Thereafter, it is fixed to the top surface of the lower floor slab 9 of the building (such as the fourth riding), and the vertical plate body 312 is provided with a plurality of perforations for the left and right. When implemented, the horizontal plate body 311 can also be nailed into the lower floor slab 9 or fixed to the lower slab 9 _ by welding, #锡定方式©. The lower 32-nail casting system has a rectangular shape in which the upper half is circular, and the lower half of the lower plate body 32 is provided with a plurality of holes 32. The circular upper half of the lower plate body 32 is provided with an annular array. Positioning holes 322 are arranged in the shape of the lower connecting plates (33, 33'), and a plurality of perforations of the vertical plate body 312 corresponding to the lower positioning plate 31 and a plurality of corresponding holes of the lower plate body are respectively disposed. 321 round hole (33 331, 331,), for a plurality of screws to pass through, screwed with a nut, the lower plate body 312 of the lower positioning plate 31 and the lower half of the lower plate body 32 are positioned at two Between the lower jaws (33, 33,), the lower positioning plate 3, the lower plate 32 and the two lower connecting plates (33, 33,) are fixedly coupled. In the implementation, the lower positioning plate 31, the lower plate body 32 and the two lower connecting plates (33, 33) can also be combined with each other in a splicing manner. As shown in Fig. 3, the energy dissipating component 4 includes a The polymer damping material layer 41, ▲ a disc-shaped left side plate 42 and a disc-shaped right side plate 43' are the left and right side plates (42, 43). The polymer damping material layer 41 includes a symplectic layer and a cladding layer 412 extending perpendicularly outward from the periphery of the end of the interlayer layer 411 of the 6 M364108, so that the left and right sides of the polymer damping material layer 41 are respectively formed. a circular groove for correspondingly accommodating and combining the left side plate 42 and the right side plate 43 so that the intermediate layer 411 is sandwiched between the left side plate 42 and the right side plate 43 and the cladding layer 412 is covered The left side panel 42 and the peripheral edge of the right side panel. Further, the plate surface of the left side plate 42 is provided with a plurality of screw holes 421 ′ corresponding to the upper half of the lower plate body 32 for positioning the hole 322. The plurality of screws pass through the positioning holes 322 of the lower plate body 32. After the hole 421, the lower plate body 32 and the left side plate 42 are connected; the plate surface of the right side plate 43 is provided with a plurality of screw holes corresponding to the lower half positioning holes 222 of the upper plate body 22, and the plurality of screws are passed through the lower holes. The positioning hole 222 of the plate body 32 and the screw hole are connected to each other. Figure 4 is a state diagram of the use of the present invention, wherein the top of the upper fixing member 2 is connected to the upper floor panel 8, and the bottom portion of the lower fixing member 3 is connected to the lower floor panel 5^ when the earthquake occurs to cause the upper and lower floors of the building ( 8, 9) When the relative vibration displacement occurs, the upper and lower fixing members (2, 3) are in a state of staggered movement, and the polymer damping material layer 4 is deformed in linkage (as shown in Fig. 5), and The molecular damping material layer 4 has a physical property of converting the energy of the distorted vibration displacement into heat energy and dissipating it, thereby preventing the building from being damaged due to excessive shaking of each floor. Therefore, 'this creation has the following advantages: 1 This creation can absorb the staggered vibration displacement energy generated by the upper and lower slabs due to the seismic damping material layer of the energy dissipating component, and dissipate the vibration energy into heat energy. To reduce the displacement of buildings caused by earthquakes, to ensure the safety of buildings and personnel. 2. Compared with the products used in the earthquake, the creation has the advantage of thinner thickness, and there is no problem that the 7 M364108 micro-deformation can not recover and fatigue cracks. Therefore, it can be accommodated in the building wall without affecting the original The building is configured to leave the largest indoor compartment for use. In summary, according to the content disclosed above, this creation can indeed achieve the intended purpose of creation. 'Provides a kind of not only effective Wei earthquake energy, but also the building of the building and the women of the staff. The shock wall is of great practical value, and a new type of patent application is filed according to law. The above is the specific embodiment of the present invention and the technical means used. According to the disclosure or teaching of the present invention, many changes and modifications can be derived, and the equivalent changes made according to the creation, the If the side of the production does not exceed the substantive spirit covered by the manual and the drawings, it shall be deemed to be within the technical materials of this creation. α [Simple description of the drawings] Fig. 1 is a perspective view of a preferred embodiment of the present invention. Figure 2 is an exploded view of the preferred embodiment of the present invention. Figure 3 is a perspective cross-sectional view of the energy dissipating component of the preferred embodiment of the present invention. Figure 4 is a diagram showing the state of use of the preferred embodiment of the present invention. Fig. 5 is a schematic view showing the state of deformation of the energy dissipating element of the present invention when subjected to staggered external forces. [Main component symbol description] Upper fixing member 2 Horizontal plate body 211, 311 Through hole u Damping wall i Upper positioning plate 21 Vertical plate body 212, 312 M364108 Perforation 214 Upper plate body 22 Hole 221 Positioning hole 222 Upper connecting plate 23 , 23, round hole 231, 231, lower fixing member 3 lower positioning plate 31 through hole 313 lower plate body 32 hole 321 positioning hole 322 lower connecting plate 33, 33, round hole 33 331, energy dissipating element 4 polymer damping material Layer 41 Intermediate layer 411 Cover layer 412 Left side plate 42 Screw hole 421 Right side plate 43 Upper floor plate 8 Lower floor plate 9 • · 9