TW571014B - Building material for civil engineered construction and the manufacture method and structure thereof - Google Patents
Building material for civil engineered construction and the manufacture method and structure thereof Download PDFInfo
- Publication number
- TW571014B TW571014B TW091120022A TW91120022A TW571014B TW 571014 B TW571014 B TW 571014B TW 091120022 A TW091120022 A TW 091120022A TW 91120022 A TW91120022 A TW 91120022A TW 571014 B TW571014 B TW 571014B
- Authority
- TW
- Taiwan
- Prior art keywords
- building
- materials
- wall
- civil
- scope
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
- E02D29/0233—Retaining or protecting walls comprising retention means in the backfill the retention means being anchors
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/20—Miscellaneous comprising details of connection between elements
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
- Retaining Walls (AREA)
Abstract
Description
571014 五、發明說明(1) 發明徵屬之技術領娀 本發明是有關土木建築物用建材、土木建築物用建材 製造方法及土木建築物。 生j技術 最近’在護岸、擁壁等之土木建築物之建築方面,有使 用土木建築物用建材之傾向。在該土木建築物用建材中之 一,有可以提高堆積排高之施工性,並使用複數之獨立辟 材和連結線以形成長的壁面板,在該壁面板裝設從該壁ς 板後面向後延伸之複數的延出部,並且在該各延出部分 裝S又可以增大移動抵抗之抵抗力增大土 1 46726中所示,以混凝 :延出:Μ ί向後方延伸和該壁材部之上下寬同-長; 結線連結並…各…板 :;:=;;:==壁:部構成… 來,可以減少堆積排高之施工^排尚方式作比較起 j各土木用板塊間彎,曲,使壁可:二:以讓連結線 作。 攸了以作穹曲之組合工 決之問 但是,上述土木建築物用建材 壁材部其向後方延伸 土木用板塊,不只是 出。h在該延出部裳設之抵抗力 飄 91120022.ptd 第4頁 571014 五、發明說明(2) “混凝1板:;成:了 : :==f身移動抵抗力等 方式中,㈣方木;板塊以構成壁面板之 數,但是堆積排高作業自身龐大以,堆積排高施工次 調整是不能簡易地進行。Θ 且,堆積排高時之微 本發明是酌量以上之情拿 不只在於建築土木建筚物U的:該第1技術的課題是 築物用ί: 4續堆積排高作業可以簡單化之土木建 第2技術的課題是提供製造上 木,築物用建材之製造方法。 木建杂物用建材之土 第3技術的課題是提供利 木建築物。 扠仏利用上述土木建築物用建材之土 磨夫問韻夕手严今 為$成上述第1技術的課題在本發 面板,在該壁面板裝設從該壁 、、^成長的土 延出部,並H .兮夂w山* 面板月面向後延伸之複數的 並在遠各延出部分別裝設可以捭*銘叙μ e夕 抵抗力增大部之土木建築物用建材中,心大移動抵抗之 疋如申請專利範圍第2至8項之記載。X月之里心狀a 為達成上述第2技術的課題在本發明( 項之發明),是一種作A 土太捷1/明專利靶圍第9 種作為土木建桌物用建材之製造方法的 571014 五、發明說明(3) 才冓成其特後為,在模内配設連結線之同時充填混凝土, t數壁材獨立並直列地形成之同時,在該複數之 各壁材地埋設連結線,其次,在前述各壁材之未:: 裝其次,前述各壁材硬化後,在安 适ί f :、上述第3技術的課題在本發明(申請專利範圍第1 〇 建築::建作為土木建築物之構成,在作為土木 的辟面板*彳’先準備複數之獨立壁材介連結線連結成長 亥壁面板背面側向後方延伸之複數線材, 線材之抵抗力增大部,其特徵為,前述!木 大部之同日寺,對;=;:吏方配置堆積線材、抵抗力增 料加以埋設。 材、该抵抗力增大部使用背面充填材 發明之效果 立圍第1項所記載之發明,因為複數之獨 立壁材的連結,來構成辟 ~攸教之獨 建材,依然可使堆積排t J,所以使用該土木建築物用 各延出部是線材,得以減少,另外因為 減低,it而可以減輕堆積排物用建^重量格外地 時之定位的微調整可以容易:進;負# ’同時在堆積排高 而且,連結線於各壁材間彎曲 . 之上下寬相比是相當細的線 :各乙出邛和壁面板 可以簡單地迴避,壁面板 斤以各延出部之干涉情事 以作直角程度等之彎曲ΐ可以4乍簡單地f曲程度也可 私度4 "曲’壁面板之曲率也可以作的相當571014 V. Description of the invention (1) Technical collar of the invention levy This invention relates to construction materials for civil buildings, manufacturing methods for construction materials for civil buildings, and civil buildings. Health technology Recently, there has been a tendency to use construction materials for civil buildings in the construction of civil buildings such as revetments and walls. One of the building materials for civil buildings has the ability to improve the stacking height, and uses a plurality of independent materials and connecting lines to form a long wall panel. After the wall panel is installed from the wall panel, A plurality of extensions extending backward, and installing S in each extension can increase the resistance of movement resistance and increase the resistance shown in 1 46726 to coagulate: Extend: Μ Extend to the rear and The upper and lower widths of the wall material are the same as the long; the knots are connected and each ... plate:;: = ;;: == wall: part structure ... In this way, you can reduce the stacking height of the construction. The civil plates are curved and curved to make the walls available: Two: The connection lines are used. However, the above-mentioned building materials and wall materials for civil constructions extend rearward, not only for civil engineering. h. In the extension of the extension, the resistance is 9121200222.ptd Page 4 571014 V. Description of the invention (2) "Hybrid 1 plate :; Cheng: I :: == f body movement resistance and other methods, ㈣ The number of plates is the number of wall panels, but the stacking height operation itself is huge, and the adjustment of the stacking height cannot be easily performed. Θ Moreover, the invention when the height of the stacking height is not limited It is for building civil works U: The first technical problem is for buildings: 4 continuous stacking and rowing operations can be simplified. The second technical problem is to provide the manufacturing of timber and building materials. Method. The third technical problem of soil for building materials for wooden construction is to provide buildings that are good for wood. The earthenman who uses the above-mentioned construction material for civil engineering buildings asks Yun Xixi to be the first technical problem for the first technology. In this panel, earth extensions that grow from the wall, and ^ are installed on the wall panel, and a number of H. Xi 夂 w mountains * panels extend rearwardly and are installed in each extension. Can be used for building materials for civil buildings The heart movement resistance is as described in the items 2 to 8 of the scope of patent application. The heart shape a in the month X is to achieve the above-mentioned second technical problem in the present invention (the invention of item), which is a kind of A land too short 1 / Ming patent target ninth 571014 as a manufacturing method for civil engineering table building materials V. Description of the invention (3) The special feature is that the concrete is filled with the connection line in the mold, t number While the wall materials are formed independently and in line, a connecting line is buried in the plurality of wall materials. Secondly, after the foregoing wall materials are: :: installed, after the above wall materials are hardened, The third technical problem lies in the present invention (the scope of the application for patent No. 10 Building: Construction of a civil engineering structure, and in the case of a civil engineering panel * 先 ', a plurality of independent wall materials are first prepared to connect and grow into the wall panel. The plurality of wires extending from the back side to the rear, and the resistance increasing part of the wires are characterized by the aforementioned! The same day temple of the big part of the wood, right; = ;: The official arranges and stacks the wires and increases the resistance to be buried. This resistance increase part uses a back charging Effect of Filler Invention The invention described in item 1 of the façade, because a plurality of independent wall materials are connected to form a unique building material, and the stacking row can still be made t J, so each extension of this civil building is used. The output part is a wire, which can be reduced. In addition, it can reduce the stacking and discharging. The fine adjustment of the positioning when the weight is particularly high can be easily adjusted: forward; negative # 'At the same time, the stacking height is high, and the line is connected to each The wall material is curved. The upper and lower widths are quite thin lines: the individual panels and the wall panels can be easily avoided, and the wall panels can be bent at right angles by the interference of the extensions. Simply the degree of curvature can be private 4 " The curvature of the wall panel can also be made equivalent
91120022.ptd $ 6頁 571014 五、發明說明(4) 大# ΐ 1匕,壁面板之曲率決定之自由度可以提$。 各壁材間各自連結的,所以斤對己於載各之上明不僅因為線材是在 該壁材之線材來使抵抗力增大邻:^材:;可以介連、结於 ,抵抗力也可以介連二: = 用,該各 木建築物用建材可以建築極 因此使用忒 根據申請專利範圍第3項所口々木建梁物。 材連結之線材之抵抗;;所以在-部分之壁 上裝設線材的方式相比 方面,和在分別在各壁材之 以減輕,更力木建築物用建材之重量更可 根據申請專利範圍i 排高作業之簡易化。 中,所以構ί: ί:ί ’線材被安裂在安裂孔之任-孔 裝孔,並且在所希段壁面板形成後’可以選擇安 地在壁面板上作用。之抵抗力牦大部之抵抗力可以確實 根據申請專利範图哲 材之-部分壁材中^項所記載之發明’因為在複數壁 和該壁面板之上τ寬=述=板之背面側一體化地裝設 即使是板狀也可以j:同一長度之預留柱部,所以壁面板 形態下,也可以將;ΠΓί部填塞材料之充填 土面板杈至複數段作堆積排高(站立) 91120022.ptd 第7頁 571014 五、發明說明(5) > ,和每次堆積排高_ 方式相比較,'可。時便充填背部填塞材料之充填 根據申請專利I;;頂業,迅速化’及提升施工性。 部、有特別使連心:員所記載之發明,因為在預留桎 以§亥土木建築物用建门形成所 為在該貫通孔有連社線材=冋的活貝通孔會相連結,因 材相互之-體化,土木=可以提尚該土木建築物用建 根據申請專利範㈡/更加強固。 π a、+、> W弟7項所記載之發明,因A i車έ 士娩 依刖述後數壁材之配列方向貫通哕 U為連…線, •規定以上之荷重作彎曲之設 二土材之同時,依據 相互之連結強度之同時,另一 ^在可j確保各壁面材 板,或使之彎曲。 ΰ以確貫地折彎壁面 根據申請專利範圍第8項所記載之發 力增大部之用,裝設有阻擋板於 因為作為抵抗 成之移動抵抗可以確實地確保的同 ^精由阻擋板所 可以更加㊈,減輕該土木建築物_ 擋板之輕, 根據申請專利範圍第9項所記载之 里。 結線之同時充填混凝土,複數壁材W’在模内配設連 時,先在該複數之壁材内橫跨該各辟 f直列地形成之同 次,在前述各壁材之未硬化狀態下二J 設連結線,其 次,前述各壁材硬化後,在安裝孔^成安裝孔,再其 所以各壁材因連結線之連結可以形辟也聊螺拾之一端, 板(壁材)之安裝孔形成之際,是利用、、3板’對於該壁面 而可以簡單地形成,對於壁面板 /吧/錢土之未硬化狀態 之地腳螺检之安裝,可以 第8頁91120022.ptd $ 6 pages 571014 V. Description of the invention (4) Large # ΐ 1 dagger, the degree of freedom determined by the curvature of the wall panel can be increased by $. The various wall materials are connected to each other, so the load is not only because the wire is on the wall of the wall material to increase the resistance. Neighbors: can be connected, tied, and the resistance can also be Intermediate two: = Yes, the building materials for each wooden building can be used for building poles. Therefore, according to the scope of the patent application, the wooden building beams are used. Resistance of wire connected by wood; so compared with the way of installing wire on-part of the wall, and compared with the reduction of each wall, the weight of building materials used in building construction can be more according to the scope of patent application i Ease the height operation. Therefore, the structure of ί: ί: ‘The wire is cracked in the hole of the cracked hole-the hole is installed, and after the formation of the desired section of the wall panel, you can choose to function on the wall panel. The resistance of most of the resistance can be determined according to the invention described in the ^ item of Partial Wall Materials of the Patent Application Fantu Zhecai 'because on the multiple walls and the wall panel τ width = description = back side of the board Even if it is plate-shaped, it can be installed in an integrated manner. J: reserved columns of the same length, so in the form of wall panels, the filling soil panel branches of the filling material can be stacked to a plurality of sections (standing). 91120022.ptd Page 7 571014 V. Description of the invention (5) > Compared with the method of stacking row height every time, 'Yes. The filling of the back stuffing material will be filled at the time. According to the application for patent I ;; top industry, rapid ’and improve workability. There is a special connection between the heart and the heart: the invention recorded by the staff member is because the reserve 亥 is used for the construction of gates for civil engineering constructions, and the through-holes with the company ’s wire = 冋 are connected to this through-hole, because Reciprocity of materials-integration, civil engineering = You can upgrade the civil engineering building according to the application for patents / more strengthened. π a, +, > The invention described in item 7 is because the car of the A i car passes through according to the arrangement direction of the next few wall materials. U is connected to the line. • The bending load is required for the above loads. At the same time of two earth materials, at the same time based on the strength of mutual connection, the other can ensure each wall surface board or bend it.确 For the purpose of accurately bending the wall surface according to the force increasing part described in item 8 of the scope of the patent application, a blocking plate is installed so that the same resistance as the resistance of the movement can be reliably ensured. It can reduce the lightness of the civil building _ baffle according to the record in item 9 of the scope of patent application. The concrete is filled at the same time when the line is tied, and when the plurality of wall materials W 'are arranged in the mold, the same is formed in the plurality of wall materials in parallel across the openings f in the same time, in the unhardened state of the foregoing wall materials. Two J sets the connection line. Secondly, after the aforementioned wall materials are hardened, the installation holes are formed into installation holes. Then, because of the connection of the connection lines, the wall materials can be connected to each other. When the mounting holes are formed, they can be easily formed using the 3, 3 'plate for this wall surface. For the installation of the foot screw inspection of the wall panel / bar / money in the unhardened state, page 8 can be used.
91120022.ptd 571014 五、發明說明(6) 圍第1項相衣關孔之間土早木地=安裝工作。因此,前述申請專利範 根據申注專利r图建柴建材可以容易地被製造0 建築物用ϊίΐ用,項所記載之發明,因為作為土木 而成之長Ϊ辟面柄備複數之獨立壁材介連結線連結 數線材,以;在!二:從該壁面板背面側向後方延伸之複 Λ ^ ± 4, 衣°又在该各線材上之抵抗力增大部,一邊 面板的後方配置堆積線材 材料加以埋設,戶^以!;、該抵抗力增大部以背面充填 Φ niiiir.建材,建築強固的土木建築物。' =下,有關本發明之實施形態根據圖面說明之。 中:-〜杜圖5是第s1實施形態之示意圖。在該第1實施形態 木建=編號1是作為土木建築物之擁壁,該擁壁1是將土 排J =用建材2,從基礎混凝土3順次地,依階段 排回式地建築而成的。 w 和:^木建築物用建材2如圖1〜圖4所示,具備壁面板4 检5。壁面板4是以複數(在本實施形態是5個)之 石持擬石塊6呈一列地連結而形成長的板狀、各擬 $疋使用混凝土而形成厚板狀且長方形(例如,縱邊 \25〇_前後,橫邊L2:4〇〇_前後,厚度u : 1〇〇錢前 $)。該各擬石塊6 ’其正面是施行以粗雜凸凹和自然環境 =和的模樣,在該各擬石塊6之背面之略中央部,形成— 固安裝孔7。該安裝孔7在’本實施形態是,如圖5所示,91120022.ptd 571014 V. Description of the invention (6) The soil and the wood between the first clothes and the second hole of the clothing = installation work. Therefore, according to the aforementioned patent application, the construction patent can be easily manufactured. The inventions described in the item for building use, because the long wall surface made of civil engineering has multiple independent wall materials. Intermediate connection line to connect several wires to; in! 2: ^ ^ ± 4, extending from the back side of the wall panel to the rear, and the resistance increasing part on each wire is arranged, and one side of the panel is arranged with a stack of wire materials to be buried. The increased resistance portion is filled with Φ niiiir. Building materials on the back, and a strong civil building is constructed. '= Next, the embodiment of the present invention will be described with reference to the drawings. Middle:-~ Figure 5 is a schematic diagram of the s1th embodiment. In this first embodiment, wooden construction = No. 1 is used as an enclosing wall of civil engineering buildings. This enclosing wall 1 is constructed by row of soil J = using building materials 2 and sequentially from foundation concrete 3 in a row-by-stage manner. of. w and: ^ Wooden building materials 2 are provided with wall panels 4 and 5 as shown in Figs. The wall panel 4 is formed of a plurality of (i.e., five) stone-like stone blocks 6 connected in a row to form a long plate shape, each of which is formed into a thick plate shape and a rectangular shape using concrete (for example, longitudinal sides) \ 25〇_ before and after, horizontal side L2: 4〇__, thickness u: 100 yuan before $). The front side of each pseudo-stone 6 'is a pattern of rough, uneven, concave and convex, and natural environment, and a mounting hole 7 is formed at a slightly central part of the back surface of each pseudo-stone 6'. In this embodiment, as shown in FIG. 5,
571014 、發明說明(7) 由在珂端部樹脂筒3 〇 (例如ABS樹脂製)被 所構成的,内螺母31内部介樹脂筒3〇内部人立内螺母31 各擬石塊6是以該各擬石塊6之樺邊依橫 卜。卩開口。該 成:’該所有之擬石塊6是以作為將該各擬向 =也= 貝通之連結線用的鋼筋8(在本實施形鲅θ 鬼6依撗方向 互連結的。該2根之鋼筋8是保持4 ==艮鋼筋8),相 面板4之靠背面側,在前後方向^下中關係左之右狀^置= -列地被配設的(在前後方向所定位 二成 ,該各鋼筋8是為加重規定以上之荇.0士飞下關係配置) 因 可以確保之前提下,考慮彎曲作苹 $ 6之連結強度571014, description of the invention (7) It is composed of a resin tube 30 (for example, made of ABS resin) at the end of the core. The inner nut 31 is an internal resin tube 30. The inner human nut 31 is a pseudo-block 6 The birch edge of each pseudo-stone 6 is horizontal.卩 Opening. Completion: 'All the pseudo-stones 6 are connected as reinforcing steel bars 8 (in this embodiment, θ and ghost 6 are connected in the direction of the pseudo-direction = also = Beitong's connection line. The two The reinforcing bar 8 is maintained at 4 == Gen reinforcing bar 8), and the back side of the phase panel 4 is arranged in the front-to-rear direction ^ bottom-to-center relationship left-to-right ^ = arranged in rows (positioned in the front-to-back direction 20% Each of the steel bars 8 is required to aggravate the above configuration. (0 Shi Fei under the relationship configuration) Because it can be ensured before, consider the bending strength of $ 6.
v 呆注而可適宜土士 Φ定〇 I 慮擬石塊6間之”的同時,藉鋼筋 擬石塊6 間的.言曲,可以使壁面板4之正面成為 曲面、直角狀態等之形成。 I曲午 在前述壁面板4之背面,在其横方向内側裝 設一對預留柱部9。該賴留,部9是和構成壁面板4之橫方 同-長度,並且從壁面板4之背面石塊6之上/寬 叫同後方延伸一定長度 L4(例如250_前後)。在該預留挺部9之下面 向形 成位置決定溝1〇、3外在予!留杈部9上面、對庫該位置決 形成有位置決定犬部U ’其與位置“溝可以嵌 合地形成。 前述地腳螺栓5在,本實施形態是,如圖ι 、圖4所 示 ❶ 般’利用該—端(圖i中’疋左端)與前述各擬石塊6各v It is suitable for the toast to fix it. At the same time as considering the 6 stones, it can be formed by the reinforcement of the 6 stones. The front of the wall panel 4 can be formed into a curved surface, a right-angled state, etc. I Quwu is provided with a pair of reserved column portions 9 on the back side of the aforementioned wall panel 4 on the inner side in the transverse direction. The lagging portion 9 is the same length as the horizontal direction of the wall panel 4 and extends from the wall panel. The back of the stone block 4 on the back 6 extends a certain length L4 (for example, 250_ front and rear) with the same rear. The formation position is determined under the reserved lifting portion 9 facing the groove 10, 3 and the outer branch portion 9 is reserved! Above, a position determining dog portion U 'is formed at the position of the library, and the position can be formed to be fitted with the position "ditch". The above-mentioned anchor bolt 5 is, in this embodiment, as shown in FIG. 1 and FIG. 4, the “end” (the “left end” in FIG. I) and each of the aforementioned pseudo-stones 6 are generally used.
571014 五、發明說明(8) 連結著。在該地腳螺栓5,在擬石塊6的使用時,為了能夠 防止移動(滑洛)而埋設背面充填材料(胴材:地腳螺栓5埋 設^埋設材料、例如,土砂、割栗石、碎石等),利用其 與为面充填材之抵抗更具備有軸狀部丨2 (延出部、線材)、 作=曲部之捲曲部13(抵抗力增大部)、阻擔板14(抵抗 力增大部)等。 一 軸狀部12及捲曲部13是,以直線材一體成形的。直 線材^慮’強度、加工性等,以鐵線、鋼筋、鐵管為理 想,在本實施形態是使用,線徑6_程度之鐵線(含有链 10%程度)。在該直線材之外周,為防止生錄之目的,以形 成有鍍金層、樹脂被覆層為較理想。上述軸狀部12 線地延長、其全長L5是O.hUm程度,理想是〇 5[11〜 。在該轴狀部12之—端之外圓周,形成螺公32, 该$公32在前述擬石塊6内中介樹脂筒3〇與内螺母螺合。 珂述捲曲部1 3如、圖1、圖3所示,是軸狀部丨2之另一端 (圖1的左端部)呈螺旋狀捲曲形成的。在該捲曲部13内, 形成内徑30_前後之圓狀孔’該孔形成後,該地腳螺检5 一端(彎曲終端部)是當作捲曲安裝部,在軸狀部12形 成捲曲。 前述阻播板14如圖i、圖3所示,該板面向軸狀部12之延 伸方向保持在該軸狀部12可以移動狀態。阻擋板“ 用樹脂,例如ABS樹脂’ -邊是15〇_前後,厚度是6㈣前 =正方形狀之合成樹脂板’在該中心部形成插通孔(圖 不名略)。在該阻擋板14之插通孔中,插通著軸狀部12,571014 V. Description of the invention (8). When the anchor bolt 5 is used, the backfill material is buried in order to prevent movement (slipping) during use of the rock block 6. (Materials: the anchor bolt 5 is buried. The embedding material is, for example, earth sand, cut chestnut, broken Stone, etc.), with its resistance to surface filling materials, it also has a shaft-shaped part 2 (extended part, wire), a curled part 13 (resistance-increased part) that is a curved part, and a drag plate 14 ( Increased resistance)). The shaft-shaped portion 12 and the curled portion 13 are integrally formed of a linear material. Straight wires are made of iron wires, steel bars, and iron pipes, considering their strength and workability. In this embodiment, iron wires with a wire diameter of about 6 mm (including about 10% of chains) are used. It is preferable to form a gold-plated layer and a resin coating layer on the outer periphery of the linear member to prevent the recording. The shaft-like portion 12 extends in a line, and the total length L5 thereof is about 0.5 μm, and is preferably 0.5 [11 to. On the outer circumference of one end of the shaft-like portion 12, a screw male 32 is formed, and the $ 32 is screwed with the inner nut through the resin tube 30 in the aforementioned pseudo-stone 6. As shown in FIG. 1 and FIG. 3, the curled portion 13 is formed by curling the other end of the shaft-shaped portion 2 (the left end portion of FIG. 1) in a spiral shape. In the curled portion 13, a circular hole with an inner diameter of 30 mm is formed. After the hole is formed, one end (curved terminal portion) of the ground screw 5 is used as a curled mounting portion, and the shaft 12 is curled. As shown in Figs. I and 3, the so-called blocking plate 14 is extended in a direction in which the plate faces the shaft-like portion 12 in a movable state. The barrier plate is made of resin, such as ABS resin '-the sides are 150 ° front and back, and the thickness is 6 mm. Front = square-shaped synthetic resin plate' forms a through hole in the center (not shown). In the barrier plate 14 Into the through hole, the shaft 12 is inserted,
$ 11頁 571014 五、發明說明(9) 苴έΒ t 4可以在軸狀部1 2移動,另一方面依捲曲部1 3限制 其朝另一端之移動。 使_用4 土木建築物用建材2建築擁壁丨之方法是(單位區 二田奢土2建築物用建材2之寬度全長)相當程度)土木建築 從基礎混凝土 3開始順次地,依階梯狀堆積排高 '合,針對具上下關係之土木建築物用建材2之__對預^ =配置’ &且在該下段側之土木建築物用建材2 、疋突部n和在上段側之土木建築物用建材2之 :板4相接作前後方向之位置決定。當然地,各土木建築 ΞΪΓΛ位下置/定溝10 ’…定突部11如圖6所示地 又…、下奴側之土木建築物用建材2之位置決定突 :1 乂和側之土木建築物用建材2之位置決定溝1。之 甘欠合,來作位置決定也可以。 < * 各土木建築物用建材2之堆積排高,在各土 木建梁物用建材2,地腳螺栓5從壁面板4向後方略 延伸,該地腳螺栓5是以背部填塞材料〗5來埋設的。 部填塞材料15之充填是,在土木建築物用建抑之堆= 高時施行的,在本實施形態,為使且 、排 物用建材2(壁面板4)之段差間之植物生育,從在各築 築物用建材2的壁面板4至預留柱部9之間充填植在生土別木建 16,從預留柱部9向後方側處,則充填再生 y 碎石、栗石ij等,這些材料和阻擋板14的d 方的巨大移動抵:作用。另外,在圖丨中,元 了向- 頂端混凝土,兀件編號1 9是防止吸出防水布。 0疋$ 11 pages 571014 V. Description of the invention (9) 苴 έ t 4 can move on the shaft-like portion 12 and on the other hand, the curling portion 1 3 restricts its movement to the other end. The method of using _ 4 building materials 2 for civil engineering buildings is (the width and length of the building material 2 for Ertian luxury building 2 in the unit area). The civil engineering building starts from the foundation concrete 3 in order, stepwise. The stacking heights are combined for the building materials 2 for civil and civil buildings with an up-and-down relationship __ pairing ^ = configuration 'and the building materials 2 for the civil and civil buildings on the lower side, the projections n, and the upper side Building materials 2 for civil buildings: The board 4 is connected to determine the position in the front-back direction. Of course, each civil building 下 ΓΛ is lowered / fixed ditch 10 '... The fixed protrusion 11 is again as shown in FIG. 6 ... The position of the building material 2 for civil buildings on the lower slave side determines the protrusion: 1 The location of the building material 2 for the building determines the ditch 1. It's not necessary to make a position decision. < * The stacking height of the building materials 2 for each civil building is high. For the building materials 2 for each civil building, the anchor bolt 5 extends slightly from the wall panel 4 to the rear. The anchor bolt 5 is based on the back filling material. 5 Buried. The filling of the partial stuffing material 15 is performed when the construction pile for civil buildings = high, and in this embodiment, in order to grow the plants between the steps of the building material 2 (wall panel 4) for drainage, from Raw soil building 16 is filled between the wall panel 4 of each building material 2 and the reserved column portion 9. From the reserved column portion 9 to the rear side, the recycled crushed stone and chestnut ij are filled. Etc., these materials and the huge movement of the d-side of the blocking plate 14 resist: effect. In addition, in Figure 丨, the concrete is oriented to the top, and the element number 19 is to prevent the tarpaulin from being sucked out. 0 疋
91120022.ptd 第12頁 571014 五、發明說明(】〇) 在:= ϊ物用建材21使用於堆積排高時、基於 ΐί 杂物用建材2之阻撞板】4和背部填塞材料15之 、-且5生成之巨大移動抵抗作用力,可以介鋼筋8擴及全 的擬,塊6(壁面板4),並且可以建築強固的擁壁卜 在Α方式下,因為使用複數之擬石塊6連結之壁面 ί和板4構成,擬石塊6㈣ 材”有擬石排局之作業次數,另外土木建築物用建 材2 /、有擬石塊6使用混凝土塊,地 哕作章之^ 物用建杂2之堆積排高作業負荷,在 1 :之P*可以容易地藉人力作位置之微調整。 而::地;::5築物 …所以在壁面板”======阻撐板 等交錯時,幾乎完全沒有互相干建二= 二’,曲地腳螺栓5即可以簡單地回避干涉。因此二 Γ面板 1:::是可以折彎壁面板4,也可以作直角地彎曲 築。板4纟且可以確實地對應種種的土木建築物之建 首ί 上述建築物用建材2之製造方法作說明。 盲光 如圖8所示,準備且右脾益奴 ^ ^ ^ ^ ^ ^ Φ ^ ^ ^22', ^ 複數擬石塊相當空,内將2根鋼二 1 91120022.ptd 第13頁 57101491120022.ptd Page 12 571014 V. Description of the invention (] 〇) When: = Building materials 21 for piles are used for high stacking, and are based on the collision board of building materials 2 for miscellaneous materials] 4 and back stuffing materials 15, -And the huge movement resistance generated by 5 can be extended to the entire pseudo-block 6 (wall panel 4) through the steel bars 8 and can build strong anchoring walls in the A mode because multiple pseudo-stone blocks 6 are used The connecting wall surface is composed of slabs and slabs, and the stone blocks and 6 concrete materials are used. The number of operations of stone platoons is included. In addition, the building materials are used for civil buildings. The stacking of the miscellaneous 2 has a high working load. At 1: P *, you can easily adjust the position by manpower. And :: ground; :: 5 buildings ... so in the wall panel "====== resistance support When the plates and the like are staggered, there is almost no mutual interference between two = two ', and the curved anchor bolt 5 can simply avoid interference. Therefore, the two Γ panel 1 ::: can bend the wall panel 4 or bend it at right angles. The plate 4 can reliably correspond to the construction of various civil buildings. The manufacturing method of the above-mentioned building materials 2 will be described. Blind light As shown in Figure 8, ready and right spleen and slave ^ ^ ^ ^ ^ ^ Φ ^ ^ ^ 22 ', ^ The plural pseudo-stones are quite empty, and there will be 2 steels 2 91120022.ptd Page 13 571014
相當空間2 1之方式放入。在該方式了,2根鋼筋8會藉可壯 卸之押板23定位於壁面板成形模22。 衣 其次’如圖8所示,在上述壁面板成形模22内注入混凝 土。獨立之複數擬石塊6成形之同時,在該複數之擬石 内’ 2根鋼筋8以橫切方式埋設於内。 “It's quite space 2 1 way to put. In this way, the two reinforcing bars 8 are positioned on the wall panel forming die 22 by the removable gusset 23. Next, as shown in Fig. 8, concrete is poured into the wall panel forming mold 22 described above. At the same time as the independent plural pseudo-rocks 6 are formed, two steel bars 8 are embedded in the plural pseudo-rocks in a cross-cut manner. "
其次,如圖9所示,在壁面板成形模22内之各擬石塊6未 硬,狀態下,在壁面板成形模22(凸緣)上之規定之2位置 固定住預留部成形模24之同時(固定具之圖示省略),將具 備複數個藉樹脂筒3 〇而由内螺母3 1所保持的(嵌合狀態)螺 才王2 6之f狀之支持構件2 5略水平狀態固定於壁面板成形模 22及預留柱部成形模24,將各螺栓26所固定之内螺母^ 樹脂筒30插進未硬化狀態之各擬石塊6内。是為了在預留 柱部9成形之準備之同時,利用各擬石塊6之背面内側未硬 化狀態埋入内螺母31及樹脂筒30。在該狀況下,預留桂部 成形模24在本實施形態’是在從橫方向兩側向内側算起之 第2擬石塊6上配置。 # 其次,如圖9所示,在壁面板成形模22内之各擬石塊6之 未硬化狀態之間’在前述預留柱部成形模2 4内充填混凝 土。這是為了在壁面板4之背面一體地設置一對預留柱部 其次,在壁面板成形模2 2内及預留柱部成形模2 4内之 凝土硬化後、脫模。在該情況下,藉著將支持構件25從$ 面板成形模22及預留柱部成形模24取出提起,所以各螺^ 從各樹脂筒3 0拔出。該時、在内螺母31設置凸緣部3 j a,王Next, as shown in FIG. 9, each of the pseudo-stones 6 in the wall panel forming mold 22 is not hard. In a state, the reserved portion forming mold is fixed at a predetermined two positions on the wall panel forming mold 22 (flange). At the same time as 24 (the illustration of the fixture is omitted), there will be a plurality of f-shaped supporting members 2 5 which are held by the inner nut 3 1 (fitted state) by the resin nut 3 0 and are slightly horizontal. The state is fixed to the wall panel forming die 22 and the reserved post forming die 24, and the inner nut ^ resin cylinder 30 fixed by each bolt 26 is inserted into each pseudo-stone 6 in an unhardened state. This is to allow the inner nut 31 and the resin cylinder 30 to be embedded in the unhardened state on the back side of each pseudo-stone 6 while preparing for the formation of the pillar portion 9 in preparation. In this case, the reserve-basket forming mold 24 is arranged on the second pseudo-stone 6 from the both sides in the horizontal direction to the inside in the present embodiment. # Next, as shown in FIG. 9, between the unhardened state of each pseudo-stone 6 in the wall panel forming mold 22 ', concrete is filled in the above-mentioned reserved column forming mold 24. This is to integrally provide a pair of reserved column portions on the back surface of the wall panel 4. Next, after the hardened clay in the wall panel forming mold 22 and the reserved column portion forming mold 24 is hardened, the mold is released. In this case, since the support member 25 is taken out of the panel forming die 22 and the reserved column part forming die 24, each screw ^ is pulled out from each resin cylinder 30. At this time, the flange portion 3 j a is provided in the inner nut 31, and the king
91120022.ptd91120022.ptd
571014 五、發明說明(12) _ 因樹脂筒30之外經在擬石塊6之越 之作用。 5之内 螺母31 螺拴5 之一端 建材2 0 圖13 、圖14 和前述第1實 f:31等不會被同時被取出。之後,壁面板4從成= 取出。在該壁面板4從壁面板成形模22取出之際成= 在擬石塊6上掛鉤金屬器具,那將方便取出力:事先 其次,如圖10所示’在壁面板4之各擬石塊6之。 鎖入地腳螺栓5之—端的螺公32。藉&,地腳螺於内螺母31 〜吻工小廷乘物用建铋 圖11是第2實施形態,圖12是第3實施形態。 是第4實施形態之表示。在該各實施形態中前、4 施形態同-構成要素的附上同一元件編號二迷第貫 明。 曰%该說 和各擬,塊6:體化,而得到該土木建築物用建以之 圖11是第2實施形熊、,圖彳9且妨0 & ^ 圖 11所示之第2實施形態係,第〗實施形能 材之變形例示意圖。在該實施形態 建柴物 建材2,在其壁面板4之全部擬石塊6地聊❹4勿用 設置’只有部分之擬石塊6有設置地腳螺拴。’又 自被 此的構成,因為全部的擬石塊6以鋼筋 仁疋,如 利用在部分之擬石塊6所設置的阻撞板]4之1的所以可以 抵抗力,以該-部分之擬石塊6之抵抗力可以全部 之施工<以變為更容易 更為減輕,堆積排高 如圖1 2所不之第3實施形態是,壁面板4呈 的形態考慮到··如果照舊地腳螺栓5向下 /成 r 那將減低抵 9J120022.ptd 第〗5頁 571014 丨_ 五、發明說明(13) ί:面所:::地腳螺检5之-端彎曲,即~ 、廿=各地腳螺拾5則 使各壁面板4形成 並且該形態下,辟& α 丁也^彳甲。 在無背部填塞材料;板可以利用預留柱部 :複數段作堆積排高立;::以將該壁面板跨越 速化,及提升施工性真方式相比較,可以獲得作業的迅 =別是在本實施形態’在土木建築 u和在:;i:r 土木建築物用建材2=:;?!高 Μ / 木建築物用建材2之位f ΐ ί 疋突部 構成,至少使基於最 之位置決定溝10之嵌合 栓5及背面填塞材料 土木建^物用建材2之地腳螺 :後’既使在沒有填充背生部 複數之土木建築物用建材2作堆積排V ’也可以確實 而月部填塞材料〗5之充填 、排^,或是,在無 物用建材2。 、 隹積排高更多的土木建築 如圖〗3、圖1 4所示之第4杏## At 形例之示意圖。在該第4實::=' 是如第3實施形態之變 ”建築物用建材2之預;::二= 自形成,在該各土木建築物用為貝通孔用之縱孔35各 士木建築物用建材2之預留堆Π起時’在該各 :。另外’作為連結線材用的鋼筋3:孔成,續相連狀 土礎混凝土,鋼筋3 6從基礎混 ’八下端部固定於 該鋼筋36、從在前述各土 3向上方站立。然後, 谷土木建杂物用建材2之預留柱部9之 9Π20022.ptd 第16頁 571014 發明說明(14) 通過之同時,在該各縱孔35充填灰泥,如此 第4實施//建材2之一體性將更加提高。因此,在該 、也形恶,可以得到更加強固的擁壁J。 另外’本發明目的是,不僅在 的理相面·^ IV 士 在月圮之方面,在對應實質 方法。 也隱含有提供該對應之 1 )壁材是採用自然石。 2 )預留柱部可適宜地設置或省略。 3) 作為土木建築物不只是擁壁 使用。 T當作護河岸等之對象 4) 在擬石塊6之背面形成安裝孔7, 接著劑之同時將地腳螺栓5之-端插入亥安裝孔7内充填 螺栓5成一體化。 使擬石塊6和地腳 【元件編號之說明】 2 3 擁壁(土木構築物) 土木建築物用建材 基礎混凝土 壁面板 抵抗力增大部) 地腳螺检(延伸部 擬石塊(壁材) 7 安裝孔 8 鋼筋 9 預留柱部 10 位置決定溝571014 V. Description of the invention (12) _ Because of the effect of the resin cylinder 30 outside on the pseudo-stone 6. Within 5 Nut 31 One end of the bolt 5 Building material 2 0 Figures 13 and 14 and the aforementioned first real f: 31 will not be removed at the same time. After that, the wall panel 4 is taken out from Cheng =. When the wall panel 4 is taken out from the wall panel forming mold 22, it is convenient to take out the force by hooking a metal appliance on the pseudo-stone 6: secondly, as shown in FIG. 10, 'the pseudo-stones on the wall panel 4 6 of them. Screw in male screw 32 at one end of the anchor bolt 5. By &, the ground nut is screwed into the inner nut 31 to build a bismuth for a small object. Fig. 11 shows a second embodiment, and Fig. 12 shows a third embodiment. This is the fourth embodiment. In the respective embodiments, the first and fourth embodiments are the same-the same components are attached with the same component numbers and the second embodiment is explained. It should be said and planned, Block 6: Incorporate, and obtain the civil building. Figure 11 is the second embodiment of the figure, Figure 彳 9, and 0 & ^ Second shown in Figure 11 The embodiment is a schematic diagram of a modified example of an embodiment of a shape energy material. In this embodiment, firewood and building materials 2 are not used in all of the pseudo-stones 6 on the wall panel 4, and only some of the pseudo-stones 6 are provided with anchor bolts. 'Because of this constitution, because all the pseudo-stones 6 are reinforced with steel bars, such as the use of the impact plate provided in some of the pseudo-stones 6] 4 of 1 can resist, so the-part of The resistance of the pseudo-stone 6 can be fully constructed < to make it easier and lighter, the stacking height is as shown in Figure 12 and the third embodiment is that the form of the wall panel 4 takes into consideration ... Anchor bolt 5 down / into r will reduce the amount by 9J120022.ptd Page 5 571014 Ⅴ 5. Description of the invention (13) ί: Surface place: ::: Anchor 5 of the foot screw is bent, that is, ~,廿 = The snails 5 in each place form each wall panel 4 and in this form, & α 丁丁 ^ 彳 甲. Fill the material on the back; the board can use the reserved column section: a plurality of sections for stacking rows; ::: Compared with the method of speeding up the wall panel and improving the workability, we can get the speed of the operation = not to mention In this embodiment, 'in civil construction u and in :; i: r building materials for civil buildings 2 =:;?! High M / building materials for wood buildings 2 position f ΐ ί projection structure, at least based on the most The position determines the fitting bolt 5 of the trench 10 and the ground foot screw of the building material 2 for the civil construction material: the rear 'even if the building material 2 for the civil building which is not filled with the dorsal part is used as the stacking row V' You can make sure that the filling material in the moon is filled with 5 or ^, or the building material 2 is used for nothing. Civil engineering buildings with higher row heights are shown in Figure 4 and Figure 4 as the 4th apricot ## At. In the fourth case :: = 'is the modification of the third embodiment, "the building material 2 for the building is expected; ::: two = self-formed, and each of the civil buildings is used as a vertical hole 35 for a through hole. At the beginning of the reserved pile of building materials 2 for Shimu Buildings, "there is :." In addition, "reinforcement for connecting wires 3: hole into, continued to connect the ground foundation concrete, reinforced steel 3 6 from the foundation mixed" eight lower end It is fixed to the steel bar 36 and stands upward from each of the aforementioned soils 3. Then, the reserved column portion 9 of the building materials 2 for the valley, civil engineering, and construction materials 9-920022.ptd page 16 571014 Explanation of the invention (14) The vertical holes 35 are filled with stucco, so that the physical properties of the fourth implementation // building material 2 will be further improved. Therefore, it is also possible to obtain a stronger anchor wall J. In addition, the purpose of the present invention is not only to In terms of rationality, ^ IV, in terms of the moon, it is the actual method of correspondence. It also implies that 1) the wall material is made of natural stone. 2) the reserved column can be appropriately set or omitted. 3) It is not only used as a building for civil engineering. T is used as an object for protecting river banks, etc. 4) The mounting hole 7 is formed on the surface, and the-end of the anchor bolt 5 is inserted into the installation hole 7 and the bolt 5 is integrated at the same time as the agent. The pseudo-stone 6 and the foot [component number description] 2 3 Civil structures) Building material foundation concrete wall panel resistance increase part for civil buildings) Anchor inspection (pseudolithic block (wall material) of extension part) 7 Mounting holes 8 Reinforcing steel 9 Reserved column part 10 Location determination trench
91120022.ptd 第17頁 571014 五、發明說明(15) 11 位置決定突部 12 軸狀部 13 捲曲部 14 阻擋板 15 背部填塞材料 16 植生土砂 17 栗石 18 頂端混凝土 19 防止吸出防水布 21 土木建築物用建材(擬石塊相當空間) 22 壁面板成形模 23 押板 2 4 預留柱成形模 25 支持構件 26 螺栓 30 樹脂筒 31 内螺母 3 1 a 凸緣部 32 螺公 35 縱孔(貫通孔) 36 鋼筋(連結線材)91120022.ptd Page 17 571014 V. Description of the invention (15) 11 Position determination protrusion 12 Axial portion 13 Curled portion 14 Blocking plate 15 Back stuffing material 16 Vegetation soil sand 17 Chestnut 18 Top concrete 19 Preventing tarpaulin from being drawn 21 Civil engineering building Use building materials (equivalent to a stone) 22 Wall panel forming mold 23 Press plate 2 4 Reserved column forming mold 25 Support member 26 Bolt 30 Resin tube 31 Inner nut 3 1 a Flange 32 Screw male 35 Vertical hole (through hole ) 36 Rebar (connection wire)
91120022.ptd 第18頁 571014 圖式簡單說明 圖1為有關第1實施形態之擁壁之示意直立剖面圖。 圖2為圖1之前視圖。 圖3為有關第1實施形態之土木建築物用建材之示意斜視 圖。 圖4為圖1之部分放大視圖。 圖5為說明擬石塊和地腳螺栓之一體化之放大說明圖。 圖6為有關第1實施形態之土木建築物用建材之位置決定 之變形例說明圖。 圖7為有關第1實施形態之土木建築物用建材之使用方法 之 例說明圖 圖8為有關第1實施形態之土木建築物用建材的製造方法 之示意說明圖。 圖9為圖8之後續步驟之示意圖。 圖1 0為圖9之後續步驟之示意圖。 圖1 1為有關第2實施形態之土木建築物用建材之斜視 圖。 圖1 2為有關第3實施形態之擁壁之示意縱剖面圖。 圖1 3為有關第4實施形態之擁壁之縱斷面圖。91120022.ptd Page 18 571014 Brief Description of Drawings Figure 1 is a schematic vertical cross-sectional view of an embrace wall according to the first embodiment. FIG. 2 is a front view of FIG. 1. Fig. 3 is a schematic perspective view of a building material for a civil building according to the first embodiment. FIG. 4 is a partially enlarged view of FIG. 1. FIG. 5 is an enlarged explanatory diagram illustrating the integration of a pseudo-stone and an anchor bolt. Fig. 6 is an explanatory diagram of a modification example in which the position of a building material for civil construction according to the first embodiment is determined. Fig. 7 is a diagram illustrating an example of a method of using a building material for a civil building according to the first embodiment. Fig. 8 is a schematic diagram illustrating a method of manufacturing a building material for a civil building according to the first embodiment. FIG. 9 is a schematic diagram of subsequent steps in FIG. 8. FIG. 10 is a schematic diagram of the subsequent steps of FIG. 9. Fig. 11 is a perspective view of a building material for a civil building according to a second embodiment. Fig. 12 is a schematic longitudinal cross-sectional view of an embrace wall according to a third embodiment. Fig. 13 is a longitudinal sectional view of the embrace wall according to the fourth embodiment.
I 圖1 4為有關第4實施形態之土木建築物用建材之示意斜 視圖。I FIG. 14 is a schematic perspective view of a building material for a civil building according to a fourth embodiment.
91120022.ptd 第19頁91120022.ptd Page 19
Claims (1)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001266937A JP3883830B2 (en) | 2001-09-04 | 2001-09-04 | Construction materials for civil engineering structures |
Publications (1)
Publication Number | Publication Date |
---|---|
TW571014B true TW571014B (en) | 2004-01-11 |
Family
ID=19093138
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
TW091120022A TW571014B (en) | 2001-09-04 | 2002-09-03 | Building material for civil engineered construction and the manufacture method and structure thereof |
Country Status (3)
Country | Link |
---|---|
JP (1) | JP3883830B2 (en) |
KR (2) | KR100507594B1 (en) |
TW (1) | TW571014B (en) |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3883830B2 (en) * | 2001-09-04 | 2007-02-21 | 環境工学株式会社 | Construction materials for civil engineering structures |
KR100583294B1 (en) * | 2002-11-01 | 2006-05-25 | (주)한국조형종합건축사사무소 | A Facing panel for reinforced earth wall and its construction method |
KR100495782B1 (en) * | 2002-12-06 | 2005-06-16 | (주)유경기술단 | A Facing panel for reinforced earth wall and its construction method |
KR20050114325A (en) * | 2004-06-01 | 2005-12-06 | 최종선 | Fixing plate structure and its constructing method forming united natural stone structure in river |
JP5032967B2 (en) * | 2007-12-12 | 2012-09-26 | 揖斐川工業株式会社 | Connected block |
JP2014134006A (en) * | 2013-01-09 | 2014-07-24 | Kankyo Kogaku Co Ltd | Construction method for civil engineering structure, civil engineering structure, and construction material for civil engineering structure |
GB2546297B (en) * | 2016-01-14 | 2020-10-07 | Hubert Jenkins & Partners | Retaining structure assembly |
JP6887166B2 (en) * | 2019-03-22 | 2021-06-16 | 環境工学株式会社 | Civil engineering block, civil engineering structure using it, and method of constructing civil engineering structure |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS51109102A (en) * | 1975-03-20 | 1976-09-27 | Eijiro Aida | JIBANKAIR YOSHIKIKONKURIITOBUROTSUKUYO HEKISEKOHO |
JPS6126747U (en) * | 1984-07-24 | 1986-02-18 | 株式会社ホクコン | Concrete block retaining wall |
JPH0379690A (en) * | 1989-08-23 | 1991-04-04 | Nippon Shokubai Kagaku Kogyo Co Ltd | Water-retaining agent for well cementing and cement slurry containing the same |
JPH04254618A (en) * | 1991-02-07 | 1992-09-09 | Tokyu Constr Co Ltd | Structure of stone masonary retaining wall |
JPH0517961A (en) * | 1991-02-08 | 1993-01-26 | Tokyu Constr Co Ltd | Stone piling retaining wall structure |
JP2684478B2 (en) * | 1991-11-29 | 1997-12-03 | 株式会社大菱 | Building block and retaining wall using it |
JPH10331176A (en) * | 1997-06-02 | 1998-12-15 | Yamatomi Sangyo Kk | Concrete block for building |
JP2983207B2 (en) * | 1998-02-26 | 1999-11-29 | 環境工学株式会社 | Construction stone for civil engineering construction, method of using construction stone for civil engineering construction, and civil construction |
KR100372821B1 (en) * | 1999-09-20 | 2003-02-20 | 윤남식 | Passive reinforced nail wall for cutting slope |
JP3883830B2 (en) * | 2001-09-04 | 2007-02-21 | 環境工学株式会社 | Construction materials for civil engineering structures |
-
2001
- 2001-09-04 JP JP2001266937A patent/JP3883830B2/en not_active Expired - Lifetime
-
2002
- 2002-06-07 KR KR10-2002-0032091A patent/KR100507594B1/en not_active IP Right Cessation
- 2002-07-09 KR KR2020020020614U patent/KR200291348Y1/en not_active IP Right Cessation
- 2002-09-03 TW TW091120022A patent/TW571014B/en not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
JP2003082638A (en) | 2003-03-19 |
KR200291348Y1 (en) | 2002-10-09 |
JP3883830B2 (en) | 2007-02-21 |
KR20030020818A (en) | 2003-03-10 |
KR100507594B1 (en) | 2005-08-11 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US7168892B1 (en) | Retaining wall block | |
US6821058B1 (en) | Retaining wall block system and connector | |
JP4782648B2 (en) | Retaining wall | |
JP6343727B1 (en) | Self-supporting retaining wall and connecting block | |
TW571014B (en) | Building material for civil engineered construction and the manufacture method and structure thereof | |
JP2008308945A (en) | Concrete foundation combined with tension pile, and construction method thereof | |
KR100822265B1 (en) | Revetment structure using natural stones and method for constructing revetment structure using the same | |
CN110409525A (en) | Weak soil and unfavorable geology composite foundation reinforcing method | |
JP2009133099A (en) | Self-supporting earth retaining wall | |
CN110206135B (en) | Stone masonry house foundation reinforcing structure and method | |
KR100468034B1 (en) | Construction Method of Reinforced Earth Retaining-Wall for using Anchoring | |
JP4847265B2 (en) | Retaining wall | |
CN206337566U (en) | Foundation ditch vertical prestressing anchor pole supporting construction | |
CN215330002U (en) | Ecological building block reaches ecological building block wainscot structure who contains it | |
CN107642095B (en) | Construction method for reinforcing rigidity of side wall of foundation pit by composite soil nailing wall support | |
JP4170955B2 (en) | Construction method of concrete structure using residual formwork and soil concrete | |
KR970011805B1 (en) | Construction method of pc pile | |
AU2008201576A1 (en) | A Retaining Wall for Erosion Protection | |
CN214143780U (en) | Shallow foundation structure that buries of middle level building foundation | |
CN219710181U (en) | Assembled retaining wall structure for heightening embankment | |
KR100601126B1 (en) | Anchoring structure of afforestation Retaining-Wall | |
KR100760888B1 (en) | An extended head pile with inside and outside reinforcement | |
CN115726389B (en) | Foundation construction method in house building construction | |
CN109322504B (en) | Method for reinforcing kiln face of existing masonry hoop kiln | |
JP3115887U (en) | Residual formwork panel |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GD4A | Issue of patent certificate for granted invention patent | ||
MM4A | Annulment or lapse of patent due to non-payment of fees |