五、新型說明： 【新型所屬之技術領域】 本創作係為一種建築物隔震結構，尤指一種利用層層舖 面不同材料’來達到隔震減震功效之連續壁撞土工程工區隔 震舖面結構。 【先前技術】 早期人類居住大多以平房為主，且無地下室樓層或無較 深的地基礎，隔震耐震之觀念薄弱，就算平房倒塌了，對周 遭環境並不會造成重大的危害，且平房興建快速簡便，然而 現今社會發展迅速，為了提高土地使用率及居住密度，到處 可見咼樓大廈林立，突如其來的天災人禍可能會造成居住使 用者受傷或是財產損害，更嚴重將會使大樓主結構毀損，甚 至是倒塌的意外發生，因此隔震避震的觀念深植人心，為近 代攸事建染業人貝最重視的問題之一，良好的隔震避震棄士 構，不僅僅是保障居住使用者的安全，更提供了周遭環境良 好的防護。 建築物隔震結構，並無使用於較舊式的建築物上，所以 在鄰近舊式建築於施工時，只要有大型機具於工地進出或施 工時，會造成施工場所及周遭範圍地面震動，進而造成鄰居 的困擾，特別是在人口密集區，例如都會區進行開挖工程時， 往往基地周邊老舊鄰房林立’工程施工大型機具進出或是因 施工震動傳地所造成的干擾，經常受附近里民詬病且抱怨， 若在在住宅區更是容易造成鄰房不滿，間接也將影塑工程之 順遂進行，因此如何改善此一困擾是一直是從事相關業者欲 解決的問題。 【新型内容】 鄰近舊式建築於施工時，大型機具進出工地或施工時會 因震動傳地而使鄰近里民不滿及抱怨，間接也將影響工程之 順遂進行’如何改善此—困擾’―直是從事侧業者欲解決 的問題。 為解決上述之問題，本創作提供了一種連續壁擔土工程 工區隔震舖面結構，其包括—外導溝壁，外導溝壁環繞於全 區基地…内導溝壁，内導溝壁可為複數且可將基地内部區 隔成不同輯之工輕，内導溝壁_設有托座，一底 j層’將作區内底部土壤整平壓實至與托梁底座頂面同 兩橫樑’橫樑適當距離排列於托梁底座上，橫樑之間填 土屋貫至與橫樑頂關高，並洗置混凝土於橫樑與填土壓實 後之平面上’其t贿置屍凝土時可選擇加繼—抗裂補強 網’-砂土層’於混凝土層上回填砂土平鋪，—板片，板片 丨〜土層上’於板片之間回填水泥砂聚，透過層層鋪面 相互牵引，即可相建築物隔制能減震的功效。 藉由上述連，，、雜土卫程工區隔細面結構，結構施工 M440316 快速’無須繁複的步驟，又具有良好的隔震消能減震之功致， 可避免因施工㈣’大賴具或讀騎所帶來的震動影 響，使鄰近建築物及里民受擾的程度_最低；以下謹以— 具體實施例，錄關式轉細·，俾使審查委員能對於 本創作之技術特徵，有更進一步之了解。 【實施方式】 請參閱圖式第-至十―®，本創作係為-種連續壁擔土 工程工區隔震舖面結構，其包括—外導溝壁⑴，該外導溝 壁⑴核繞於全區基地，一内導溝壁⑵，該内導溝壁⑺ 為複數且將該基地内部區隔成不同區塊之卫作區，又， 導溝壁⑴内側設有托梁底座（21)，—底土層⑷，辆 内底部土壤整平壓實至與該托梁底座⑵）頂面同高， 一橫樑⑴’該橫樑⑴為複數根且等距離排列於該托梁底 座⑵）上，W黃襟⑴之間填土壓實至與該橫樑⑴頂 =高’―混凝土層⑹，錢置混凝土於該橫 填 土厂堅實後之平面上，其中鋪設—抗裂補強網⑻，-砂I層 二=昆凝土層(6)上回填砂土平鋪，-板片(8)，該 板片⑴’⑦數個且等距轉列於該砂土層⑺上，於該 置相⑽回填水泥砂漿，综合上述，於各敏作區内設 構，透過層層鋪面相互牽引，即可達到建築物 隔震扁忐減震的功效。 5 建柴物可根據Jl述各項結構，透過層層鋪面相互牽弓丨， 即可達到建4物隔震>肖能減震的功效，其巾，該外導溝壁（1) 及該内導溝壁⑵為混凝土製成，且内部設有複數根鋼筋（3) 固定’又’該托梁底座（21)因設置於勒導溝壁⑺上， 係同樣為混凝土製成，内部同樣設有該鋼筋⑴岐，放置 於該托梁底座（21 )上之該橫樑⑸可為槽鋼、⑽或預製 RC樑等較堅硬之嚮，以提膽體結構之強度，而該抗裂補 強網（61)可由不織布加勁隔網代替，另，該板片⑻可為 預“板片或覆工板，如為預铸板片，該預铸板片為内部置有 鋼肋（81)，外部由混凝土包覆之板體’該預鑄板片之内部該 鋼肋（81)為網狀排列結構，該板片頂面可設有複數個 吊掛部（82)，方便機具吊起該板片（8)之用。 藉由上述連續壁擋土工程工區隔震舖面結構，結構施工 快速，無須繁複的步驟，又具有良好的隔震消能減震之功效， 可避免因施工期間，大型機具或工程進行所帶來的震動影 響，使鄰近建築物及里民受擾的程度降到最低，更可以使工 程順利進行，也提升了鄰近里民的生活品質。 上述實施例僅為說明本創作之原理及其功效，並非限制 本創作，因此習於此技術之人士對上述實施例進行修改及變 化，仍不脫本創作之精神；本創作已具備產業上利用性、新 穎性及進步性，並符合新型專利要件，爰依法提起申請。 M440316 【圖式簡單說明】 第一圖係為本創作之内、外導溝壁立體參考圖。 第二圖係為本創作之内外導溝壁參考示意圖。 第三圖係為本創作之鋼樑立體參考圖.。 第四圖係為本創作之預鑄板片立體參考圖。 第五圖係為本創作之結構施工步驟參考圖（一）。 第六圖係為本創作之結構施工步驟參考圖（二）。 第七圖係為本創作之結構施工步驟參考圖（三）。 第八圖係為本創作之結構施工步驟參考圖（四）。 第九圖係為本創作之結構施工步驟參考圖（五）。 第十圖係為本創作之結構施工步驟參考圖（六）。 第十一圖係為本創作之結構施工步驟參考圖（七）。 M440316 【主要元件符號說明】 外導溝壁（1) 内導溝壁（2) 托梁底座（21) 鋼知（3) 底土層（4) 橫樑（5) 混凝土層（6) 抗裂補強網（61) 砂土層（7) 板片（8) 鋼筋（81) 吊掛部（82)V. New description: [New technical field] The creation is a building isolation structure, especially a continuous wall collision engineering work area that uses different layers of paving materials to achieve shock isolation and shock absorption. Paving structure. [Prior Art] Most of the early human habitation was dominated by bungalows, and there was no basement floor or deep foundation. The concept of vibration isolation and earthquake resistance was weak. Even if the bungalow collapsed, it would not cause significant harm to the surrounding environment, and the bungalow The construction is fast and simple. However, today's society is developing rapidly. In order to improve the land use rate and the density of residence, there are many buildings in the tower. The sudden natural disasters and man-made disasters may cause injury or property damage to the residents, and more serious will make the main structure of the building. Destruction, even the collapse of accidents, so the concept of isolation and shock absorbers is deeply rooted in the people's minds. It is one of the most important issues for the construction of the dyeing industry in modern times. Good isolation and shock absorbers are not only guarantees. The safety of the resident users provides better protection in the surrounding environment. The isolated structure of the building is not used in older buildings. Therefore, when the old building is adjacent to the construction site, as long as there are large-scale machines entering or leaving the site at the construction site, the ground will be shaken at the construction site and the surrounding area, resulting in neighbors. The troubles, especially in densely populated areas, such as the excavation works in the metropolitan area, often the old neighboring houses around the base are erected in the construction of large-scale machinery and equipment, or the disturbance caused by construction vibration, often by the nearby people. I am criticized and complained that if it is more likely to cause dissatisfaction in the neighboring house in the residential area, the indirect project will also be carried out smoothly. Therefore, how to improve this problem has always been a problem that the relevant industry is trying to solve. [New content] When the old-fashioned building is adjacent to the construction site, the large-scale machine will be dissatisfied and complained by the neighboring people due to the vibration of the ground when entering or leaving the construction site or construction. Indirectly, it will affect the smooth operation of the project. Engaged in the problems that the side industry wants to solve. In order to solve the above problems, the present invention provides a seismic isolation pavement structure for a continuous wall earthwork engineering work, which comprises an outer guide groove wall, the outer guide groove wall surrounds the whole area base, the inner guide groove wall, and the inner guide groove wall. It can be plural and can divide the interior of the base into different works. The inner guide wall _ has a bracket, and the bottom j layer will be used to level the bottom soil to the top of the joist base. The two beams 'beams are arranged at an appropriate distance on the base of the joist beam. The fill between the beams is close to the top of the beam, and the concrete is washed on the plane after the beam and the compaction is filled. You can choose to add the anti-cracking and strengthening network '-sand layer' to backfill the sand on the concrete layer, the plate, the plate and the soil layer, and backfill the cement sand between the plates, through the layers. The pavements are pulled to each other, so that the structure of the building can be shock-absorbing. With the above-mentioned connection, the weeding process area is separated by fine surface structure, the structure construction M440316 is fast 'no complicated steps, and has good isolation and energy dissipation, which can avoid the construction (4) Or the impact of the shock caused by reading the ride, so that the degree of disturbance to neighboring buildings and people in the _ is the lowest; below, in the specific example, the classification is fine, so that the review committee can make technical features for this creation. , have a better understanding. [Embodiment] Please refer to the drawings from the first to the tenth -®. This creation is a seismic isolation pavement structure for a continuous wall-supporting engineering work area, which includes an outer guide groove wall (1), and the outer guide groove wall (1) is wound around the core. In the base of the whole area, an inner guide wall (2), the inner guide wall (7) is plural and the inner part of the base is divided into different blocks, and the inner side of the guide wall (1) is provided with a joist base (21). ), the subsoil layer (4), the bottom soil of the vehicle is leveled and compacted to the same height as the top surface of the joist base (2), a beam (1) 'the beam (1) is a plurality of roots and is equidistantly arranged on the joist base (2)) , W (1) fill the soil between the compaction and the beam (1) top = high '- concrete layer (6), Qian set concrete on the plane of the horizontal fill factory solid, which laid - crack resistance network (8), - Sand I layer 2 = Kunming soil layer (6) is back filled with sand, - plate (8), the plate (1) '7 several and equidistantly transferred to the sand layer (7), Phase (10) backfilling cement mortar, combined with the above, is constructed in each sensitive area, and can be pulled through the layers of pavement to achieve the effect of shock absorption and damping of the building. 5 The construction of firewood can be carried out according to the structure of Jl, through the layering of the pavement, to achieve the effect of building a seismic isolation of the object, the energy of the shock absorber, the outer guide groove wall (1) and The inner guide groove wall (2) is made of concrete, and a plurality of steel bars are arranged inside (3) fixed 'and' the joist base (21) is provided on the wall of the guide groove (7), and is also made of concrete, and the inside is The reinforcing bar (1) is also provided, and the beam (5) placed on the joist base (21) may be a harder direction such as channel steel, (10) or prefabricated RC beam to enhance the strength of the bile structure, and the crack resistance The reinforcing net (61) may be replaced by a non-woven stiffening net. Alternatively, the plate (8) may be a pre-"slab or a work-up board, such as a pre-cast sheet, which is internally provided with steel ribs (81) The outer part is covered by concrete. The inner side of the slab piece has a mesh arrangement structure, and the top surface of the slab can be provided with a plurality of hanging parts (82) for facilitating lifting of the implement. The plate (8) is used. With the above-mentioned continuous wall retaining engineering work area, the structure is fast, no complicated steps are required, and Good isolation and energy dissipation, avoiding the vibration caused by large-scale machines or projects during construction, minimizing the disturbance of neighboring buildings and people, and making the project smooth. The above-mentioned embodiments are only for explaining the principle and function of the present invention, and are not intended to limit the present creation. Therefore, those skilled in the art can modify and change the above embodiments without departing from the present invention. The spirit of creation; this creation has the industrial use, novelty and progress, and meets the requirements of new patents, and filed according to law. M440316 [Simple description of the diagram] The first picture is the inner and outer guiding groove of the creation. The third figure is a reference diagram of the inner and outer guide groove walls of the creation. The third picture is the three-dimensional reference picture of the steel beam of the creation. The fourth picture is the three-dimensional reference picture of the creation of the plate. The fifth picture is the reference drawing (I) of the structural construction steps of this creation. The sixth picture is the reference drawing (2) of the structural construction steps of this creation. The seventh picture is the structure of the creation. Refer to Figure (3) for the work steps. The eighth figure is the reference drawing (4) for the structural construction steps of this creation. The ninth picture is the reference to the structural construction steps of the creation (5). Refer to Figure (6) for structural construction steps. The eleventh figure is the reference for the structural construction steps of this creation (7). M440316 [Description of main components] External guide groove wall (1) Inner guide groove wall (2) Joist Base (21) Steel know (3) Subsoil (4) Beam (5) Concrete layer (6) Crack resistant mesh (61) Sand layer (7) Plate (8) Rebar (81) Hanging (82 )