五、發明説明（1 ) 發明背景 本發明大致關於-種可堆彻之塊體結構及系統，特別關 播被拷式可堆塊禮結構’包括柱樁境體結構及圍 I，構兩種’當兩者在一起時，可排列成防震牆組合 〜個可堆勒之塊體均包括—長方形之平W㈣，並具 有-對反万向之主前後嵌板，每一丧板均具有一面表面， 表塊體進-步具有一對反方向之終端牆表面及一對頂端及 底部表面。爲了準備防震牆組件，每個柱格塊體結構及圍 牆塊體結構之頂部表面具有_對能與底部表面匹配之平行 配置、向上突出、侧向延伸之脊狀突出部，而且排列在前 欧板及後嵌版t間所形成之耐重網，因而提供堆砌組件之 完全支律。本安排進一步提供插入塊體結構之垂直補強桿 ’當沿垂直襴方向排列時，使—系列之柱樁塊體結構能夠 完成主體整體之組合。圍牆塊體結構則設計成可以接納水 平方向配置之補強桿。爲了能提供整個圍牆嵌版組件側向 之穩定性。 經濟部中央標準局員工消費合作社印裝 在過去，常常使用連結可堆砌式之塊體結構物，其個別 塊體均包含長方形之平/f于7T面體。再者，亦有方法來相互 連結此類之塊禮結構物’以築起播之組合及排列。然而， 此類典型之連結、可堆砌式之牆結構排列方式通常缺乏防 震功能，因此在暴露於衝擊及/¾地震形式之作用力時， 均有產生損壞之疑慮》現今之排列則提供一插柱塊體及圍 牆塊體結構之組合，當組合在一起的時候發現對某些作用 力具有遲滯作用，包括那些典型所遭遇之嚴重衝擊及,/或 4- 本紙张尺度適用中國國家標筚（CNS ) 格（210X297公釐） 經濟部中央橾準局員工消費合作社印裂 Α7 Β7 五、發明説明（2 ) 地震。此種可堆砌塊體同時提供防震結構之便利性，無論 從各種理由來看皆爲優點。本發明之結構，包括插柱塊體 及圍牆塊體結構皆提供内部核心，用以減輕塊體重量，同 時提供插柱塊狀結構基體連接之用。圍牆塊體之核心提供 一種方式以容納垂直間隔、水平配置之補強桿來增強整個 圍牆嵌板之側向穩定性。 本發明塊體内部核心之安排可加強提供水之滲漏，此點 在那些經常有冰凍-融雪週期發生之地區來説特別重要。 再者，核心拉样在製造過程中可與標準水泥塊體製造器具 結合，當需要製造大量的水泥塊體時，提供相當之助益， 而且亦可使此種塊體配合當代流行，提供紋理及岩石狀之 外部表面。 本發明之結構進一步提供穩定之半塊體組件，該半塊體 結構能提供美觀悦人及侧向穩定圍牆排列，當進行組合的 時候，在介於空間隔離之柱椿塊體結構或欄柱間，可大致 以自由方式設置。 柱樁塊體欄柱連結時，這些塊體則同樣提供内部核心， 以便使欄柱及地基一體成形，而且提供—核心作爲垂直方 向之補強。輿地下基礎連結之繫材以填充水泥漿之方式來 調知。圍播塊體連結時，這些塊禮排列成可以接納水平繫 材或補強桿，以提供一整體平穩-且設置於以空間隔離垂直 柱格塊禮爛柱之組件》這種連結可進一步降低及/或減輕 沿著圍牆部分地基之需求，而僅使用一合適定位之水平台 來做簡易排列。設置嵌板因而可互相連結，並藉由空間隔 -5 - 本紙法尺度適用中國國家標準（CNS ) Α4規格（2】〇Χ297公餐） ：---------^I<------1Τ (請先閲讀背面之注意事項再填寫本頁) 離之查ιΕ柱格及/或糊柱來固定於原地φ 如前所述，本發明之結構大致並無灰泥。在以前之工作 成果中’其他可堆砌式塊體結構，其排列常於層間及/或 塊體間’以成線及/或成列排列提供灰泥a 本發明之排列提供一連結式排列，並以無灰泥方式設計 ’因而，提供一堅強耐久之結構，以用於隱蔽性及/或圍 輪之排列’及其他鐵路及/或聲音之阻隔。 發明摘要 簡要地説’根據本發明所提供之連結可堆砌式塊體結構 ’用以構朵一防震牆陣列或組件，塊體中包括柱樁塊體結 構及圍踏塊體結構兩種，且各具有典型長方形平行六面體 形貌。同時提供一對反向之主前後嵌版，每個嵌版均具有 面表面5這些表面可爲平滑、具纹理構造，或由一雙塊體 裂開而形成，因此可提供一美觀悦人、具岩石狀之外觀或 排列。再者，此塊體結構尚包括一對反向邊踏表面及一頂 表面和一底表面。 經濟部中央標隼局員工消費合作社印製 此改進之可堆砌式柱榛塊體之表面及圍牆塊體具有一對 平行配置、向上突出且側向延伸之脊狀突出部，此突出部 之橫切面形貌爲斜截頭三角形。這些脊狀突出部之排列須 足以與形成於牆結構底部表面之凹處匹配，該凹處形狀爲 一逆斜截頭三角形貌之向下反轉-橫切表面。介於前後嵌板 問之網則設計成可提供該堆砌排列之荷重支撑。本發明之 結構進一步包括一柱樁或壁柱塊體結構，該結構典型以充 滿水泥漿之方式加鏑來補強。於以空間隔離之柱樁塊體襴 -6- 本纸張尺度適用中國國家標) Μ· ( 21〇χ297公瘦} 一~~ 經濟部中央榡準局員工消費合作社印製 A7 --—---_£Z_____ 五、發明説明（4 ) —" 柱間延仲的圍牆塊體陣列，可典型地包括一或多個圍踏柱 塊體列，且藉水平配置補強桿之提供來加強侧向穩定性。 易言之’某些圍牆塊體之空間區分及個別列，在堆勒過程 中可典型地用水泥填充。 在本發明之排列中，各別之柱樁塊體之寬度須超過園牆 塊體<寬度’且確實包括一對惻向延件之棋洞，其凹洞或 凹處可以接納並固定圍牆塊體。換句話説，該柱樁塊禮結 構爲一 12英对寬，兩端各具有3英付之棋洞，以在其間形 成一 6英吋之圍牆塊體接納凹槽。 因此本發明之主要目的乃提供一改進之連結可堆砌式塊 體結構’以構築一防震牆陣列或排列’其中各塊體結構則 有可相互連結之頂及底表面，由該面來設置垂直方向堆砌 排列支撑塊體之中介網》 本發明之目的還能提供一連串可堆砌之塊體結構，以構 築防震牆陣列或排列，其中包括一長方形平行六面體結構 塊體之堆砌組件，並包含束缚匹配圍牆塊體列插入介於隔 開之柱蝽塊體欄柱及其間之排列。 本發明其他目的進一步可藉由研究本文後述之特徵、附 屬之申請專利範圍及相關圖形，以使本發明之内涵及技巧 得以彰顯。 圖示簡要説明 圖1爲一系列部分完成塊體嵌版之透視圖，其陣列運用 壁柱或柱樁欄柱於兩相鄰之嵌版之間，其補強桿則裝置於 其中一個柱樁塊體欄柱，如圈之内構造所示； 本紙張尺度適财國國家縣（CNS ) M規格（21{}><297公爱） M 裝 訂 - - (請先閲讀背面之注意事項再填寫本頁) ^1701 A7 _____B7 五、發明説明（5) —' 圈2爲一圍牆塊體之透視圈，根據本發明所建造； 圖3則輿圖2柱樁塊體相似，可用於形成爛柱； 圖4舆圖3相似，並表示成具有,—對核心之塊體； 圖5爲一頂蓋塊體之透視圖，與本發明中之塊體組合使 用； 圖ό爲一部分元成塊體踏陣列之透視圖，以數個完成階 段之方式展示’其中之牆嵌板由本發明之連結塊體排列來 建造而成，且以腳落形貌來展示柱樁塊體欄柱之隔開襴柱 » 圖7係根據本發明爲建造塊體所展示四塊體模具盒開放 端部分之透視圖，進一步顯示核心棒，用以創造某些形貌 之特徵； 圈8爲相似於圖7模具盒之頂部平面，同時展現形成核心 元件之排列； 圖9爲顯示一模具盒移動部分之分解圖，並顯示拉棒沿 底部缺口分解或延伸之移位圖； 圈10爲一角落塊體之透視圖，使用於以根據本發明所準 備之塊體連接建造結構；及 圖11爲一角落柱樁塊體及牆塊體形貌之透視圏，部分組 合0 較佳具體實例乏詳細説明 恨據本發明之較佳具體實例，及圖1所指導需特注意者 ’地面上園播結構，大略由10所指處，其中包括數個額示 不同之完成程度之隔開柱樁塊體攔柱11、12及13，且其 -8- 本纸乐尺度適用中國國家標準（CNS ) A4規格（210X297公釐） ---· i - I · ! I n I i I - - ,-(4 (請先閲讀背面之注意事項-S-填寫本莨) 訂 經濟部中央橾準局員工消費合作社印裝 A7 B7 經濟部中央梯準局員工消費合作社印製 五、發明説明（6 ) 圍播塊體阵列通常配置於14及15之間。如圖示，地基位於 16及17,個關舰_之水平台料任何需要時間使用 ，如18所示。 現在注意圈2所示之個別圍牆塊體。該塊體，大略由川 所指處，係爲長方形之平行六面體形貌，具有一對主要爲 反向之嵌板21及22,具有前及後之面表面，如23所指處 。後嵌板21具有一相似之面表面，並隱藏於圖2 ^ 一對反 向之終端牆表面提供於24及25。一頂部表面提供於％， 沿著如27所指出之底部表面。該頂部表面％具有一對平行 配置、向上突出且侧由延伸夕眷欺突出部？9及3〇，其形貌 爲斜截頭三角形之橫截面。這些向上突出之脊狀突出部具 有第一咼度維度，配置並介於兩反向箭頭所示之32區域。 這些脊狀突出部，依以下所描逑，排列成用於連結配對堆 砌塊體之底部表面。脊狀突出部29及30與主嵌板爲一體成 形，並具有橫越平板狀之耐重網，如35及36所指處。這些 尉重網具有沿著上部邊緣之第一耐重網表面。底表面27具 有一對平行配置之前後凹槽’以向下收縮之橫切面逆斜截 形貌形成，如37及38所指處。再者，該逆敘截式三角形示 於40 ’且40之維度稍爲大於32之維度。這種安排可提供 網表面35及36來支撢及匹配表面27。同時如圖2所示之圍 牆塊體，中空核心爲42及43。在-其上部該網可提供—耐重 表面以匹配相對應之塊體耐重表面，故此種排列爲一耐久 且堅固之重復堆砌塊體唪列。脊狀突出部及耐重表面之組 合允許且確可提供不需灰泥之陣列。再者，這些特點提供 9- 本紙張尺度適财關家縣（CNS) A4規格（21GX297公董） ：---^---^ Id------IT . -- (請先閲讀背面之注意事項再填寫本頁) 五、發明説明（7 ) 可加強該組件之穩定性，以形成一或多個間隔且水平配置 <圍牆樑塊體列，並容納水泥漿於塊體核心來加強沿水平 方向之捍子。這些特點之組合加強了整體完成後陣列之穩 定性。 經濟部中央標準扃員工消費合作社印装 >見在注意圖3及圏4，顯示兩個其他形式之柱樁塊謹。於 圖3中’塊趙45包括主前後二喪板，如46及47所示，這些 嵌板各具有一暴霧之面表面。嵌板46之面表面具有_紋理 表面，係由一分裂面所造成之構造，其紋理或分裂面之形 貌提供一較易被接受及悦人之美觀表面。圖4中之其他具 體實例則與圖3相同，除了圖4之具體實例使用一對核心 55A及55B之外，剩餘其他有關該塊體之特徵及描述則與 圏3中所討論及表示者相同。該柱樁塊體包含平行配置、 向上突出及側向延伸之脊狀突出部，如49及5〇所示，這些 突出部與圖2之圍牆塊體相關之討論輿描述者相似。該底 表面亦具有一對平行配置之前後凹槽，形成向下收縮橫切 面之逆斜截頭三角形貌，與圍牆塊體中52及53所示之凹槽 具有相同之特性。需注意塊體45具有一形成於斜截面積52 及53之間之中央凹槽，如54所示。54之凹槽面積藉相鄰 表面擴展開來，這些相鄰表面可提供於其中匹配圍牆塊額 外之穩定度。凹槽面積54設計成可接納介於其間之堆砌圍 牆塊體陣列。此種之連結，圍牆-塊體之全寬度乃設計成適 合置於凹槽54之内，因而使整個陣列加入穩定性及強度。 高度之維度排列及網擴展之前後嵌板，乃設計成與圖2所 示圍播塊體相同之方式。一中空核心排列亦如55所示，其 -10- 本纸張尺度適用中國國家標準（CNS ) A4規格（2丨〇><297公釐） 經濟部中央揉準局員工消費合作社印製 Α7 Β7 五、發明説明（8 ) 中空核心設計成可接纳水泥漿及補強样。 如圖1所示’柱格塊禮糊柱12係以内部構造顯示，且以 塊體核心内垂直排列之補強桿來形成該欄柱。這些桿子典 型地置放於地基16及17之内，同時地基則以成列狀或網狀 灌鑄。样子以垂直方式置放直到地基完成，此時柱樁欄柱 則排列於這些桿子上，之後將濕水泥由上方灌入欄柱之核 心内以進行灌轉。 圖3中之頂蓋塊體60，提供如61及62所示之斜截三角形 凹槽’以接納匹配柱樁及圍牆塊體之脊狀突出部。該頂蓋 塊體乃用以提供整個圍牆結構之最終完成外貌β 舉例來説，一圍牆塊體爲6英吋寬，18英吋長及8英吋高 ’如32所示斜截三角形之高度較佳爲半英吋或127公分， 同時其較下方如40所示之逆斜截三角形之確實高度爲 0.625英吋或1_58公分。使用這些典型維度可提供使用於8 英吋之塊體，當在_列中時，該塊體具有側向及橫向之穩 疋度且達到不需灰泥來進行連結。斜截三角形之角度爲 26.5度》當然，可喜的是使用於25度及3〇度之其他角度形 態仍然有用。 爲了使用本發明之塊體結構來建築一典型地表上之圍牆 ，該圍牆在剛開始定位前須使用絃線及安排適當之柱格隔 離來定位。因此，一淺凹槽或填-充岩石之凹渠其寬度及深 度如分別爲10英吋及6英吋，則加可使整個圍牆線之週邊 以形成小平台。一 12英吋直徑之圍牆柱樁孔可提供至一適 當深度來形成柱樁欄柱之地基。此後，由圍牆線之最低點 -11 - 本纸張尺度速用中國國家標準（c^1T^7I10x297公釐） (請先閱讀背面之注意事項再填寫本頁) *1Τ 3B17Q1V. Description of the invention (1) Background of the invention The present invention is generally about a kind of stackable block structure and system, especially related to the copyable stackable block structure, including column pile structure and surrounding I. 'When the two are together, they can be arranged into a combination of anti-vibration walls ~ Each stackable block includes-rectangular flat W ㈣, and has-a pair of anti-universal main front and rear panels, each of which has one side On the surface, the watch block further has a pair of opposite terminal wall surfaces and a pair of top and bottom surfaces. In order to prepare the seismic wall components, the top surface of each column block structure and the wall block structure has _ pairs of ridge-shaped protrusions that can match the bottom surface in a parallel configuration, protrude upward, and extend laterally, and are arranged in front of Europe The heavy-resistant net formed between the board and the rear panel t provides complete control of the stacking components. This arrangement further provides vertical reinforcement rods inserted into the block structure ‘when arranged in the direction of the vertical shaft, the series of column pile block structure can complete the overall assembly of the main body. The block structure of the surrounding wall is designed to accept reinforcement rods arranged horizontally. In order to provide lateral stability of the entire wall panel assembly. Printed by the Staff Consumer Cooperative of the Central Bureau of Standards of the Ministry of Economic Affairs. In the past, block structures connected with stackable structures were often used. The individual blocks consisted of rectangular flat / f 7T faces. Furthermore, there are also ways to connect such blocky structures to each other to build up the combination and arrangement of broadcasts. However, this type of typical connection and stackable wall structure arrangement usually lacks earthquake resistance, so when exposed to impacts and / or earthquake-type forces, there are doubts about damage. The current arrangement provides a plug The combination of the column block and the wall block structure, when combined together, is found to have a hysteretic effect on certain forces, including those that are typically encountered in severe impacts, and / or 4- This paper scale is applicable to the Chinese national standard ( CNS) grid (210X297mm) The Ministry of Economic Affairs Central Consumers ’Bureau Consumers’ Cooperative Printed A7 Β7 5. Invention Description (2) Earthquake. Such stackable blocks also provide the convenience of a shockproof structure, which is an advantage regardless of various reasons. The structure of the present invention, including the post-pillar block and the wall block structure, provides an internal core to reduce the weight of the block, and at the same time provides the plug-pillar block structure base connection. The core of the wall block provides a way to accommodate vertically spaced, horizontally configured reinforcement rods to enhance the lateral stability of the entire wall panel. The arrangement of the inner core of the block of the present invention can enhance the leakage of water, which is particularly important in areas where freezing-thawing cycles often occur. In addition, the core drawing can be combined with standard cement block manufacturing equipment during the manufacturing process. When a large number of cement blocks need to be manufactured, it provides considerable help, and it can also make such blocks compatible with contemporary fashion and provide texture. And rock-like exterior surfaces. The structure of the present invention further provides a stable half-block assembly, which can provide an aesthetically pleasing and laterally stable wall arrangement, when combined, in a space-isolated column block structure or railing It can be set in a free way. When the column pile blocks are connected, these blocks also provide internal cores, so that the railings and the foundation are integrated, and the core is provided as a vertical reinforcement. The materials connected to the underground foundation are adjusted by filling with cement slurry. When the perimeter blocks are connected, these blocks are arranged so that they can receive horizontal tie-bars or reinforcement rods to provide an overall stability-and are installed in the space-isolated vertical column block block. The connection can be further reduced and / Or reduce the need for some foundations along the fence, and only use a properly positioned water platform for simple arrangement. The installation panels can be connected to each other, and by the spacing -5-the standard of the paper method is applicable to the Chinese National Standard (CNS) Α4 specification (2) 〇297297 meals: --------- ^ I <- ----- 1Τ (Please read the precautions on the back before filling out this page) Check the column and / or paste column to fix it in place φ As mentioned above, the structure of the present invention is generally free of stucco . In previous work, 'other stackable block structures, the arrangement of which is often between layers and / or between blocks' provides stucco in a line and / or row arrangement. The arrangement of the present invention provides a linked arrangement, It is designed in a stucco-free way, thus providing a strong and durable structure for concealment and / or arrangement of surrounding wheels and other railway and / or sound barriers. SUMMARY OF THE INVENTION Briefly stated that the 'connectable stackable block structure provided according to the present invention' is used to construct an array or component of a seismic wall, and the block body includes two types of column pile block structure and tread block structure, and Each has a typical rectangular parallelepiped morphology. At the same time provide a pair of reverse main front and rear panels, each panel has a surface surface 5 These surfaces can be smooth, textured structure, or formed by splitting a pair of blocks, so it can provide a beautiful, pleasing, Rocky appearance or arrangement. Furthermore, the block structure further includes a pair of reverse side tread surfaces and a top surface and a bottom surface. The Central Standard Falcon Bureau Employee Consumer Cooperative printed this improved stackable column hazel block surface and the wall block has a pair of parallel configuration, upwardly protruding and laterally extending ridge-shaped protrusions, the protrusion of the The morphology of the cut surface is an oblique truncated triangle. The arrangement of these ridge-like protrusions must be sufficient to match the recess formed in the bottom surface of the wall structure, the recess being shaped as an inverse oblique frusto-triangular downward reversal-transverse surface. The nets between the front and rear panels are designed to provide load support for the stacking arrangement. The structure of the present invention further includes a pillar pile or pilaster block structure, which is typically reinforced with dysprosium filled with cement slurry. In space-isolated column pile block 頕 -6- This paper scale is applicable to the Chinese national standard) Μ · (21〇χ297 公 瘦) 1 ~~ Printed by the Ministry of Economic Affairs Central Counseling Bureau Staff Consumer Cooperative A7 ----- --_ £ Z _____ V. Description of the invention (4) — " The wall block array of Yanzhong between pillars can typically include one or more columns of footing pillar blocks, and is reinforced by the provision of horizontally arranged reinforcement rods Lateral stability. It is easy to say that the space division and individual rows of certain wall blocks can be typically filled with cement during the stacking process. In the arrangement of the present invention, the width of each column pile block must be Chess holes exceeding the wall block < width 'and indeed including a pair of yoke extensions, the recesses or recesses can receive and fix the wall block. In other words, the pillar pile structure is a 12-inch For the width, there are 3 inches of chess holes at each end to form a 6-inch wall block receiving groove between them. Therefore, the main purpose of the present invention is to provide an improved connected stackable block structure. Build an array or arrangement of anti-vibration walls where each block structure has a roof that can be connected to each other The bottom surface is provided with a vertical stacking and supporting block intermediary network from this surface. The purpose of the present invention is also to provide a series of stackable block structures to construct an array or arrangement of seismic walls, including a rectangular parallelepiped Stacking components of structural blocks, and including binding and matching wall block rows inserted between spaced column studs and columns and other arrangements. Other objects of the present invention can be further studied by studying the features described later in this article and the attached patent application The scope and related graphics, so that the connotation and skills of the present invention can be highlighted. Brief description of the figures Figure 1 is a perspective view of a series of partially completed block inlays, the array of which uses pilasters or column piles on two adjacent ones Between the inlays, the reinforcing bar is installed in one of the column pile block rails, as shown in the structure inside the circle; the paper size is suitable for the national country (CNS) M specifications (21 {} > < 297 Gongai) M binding--(please read the precautions on the back before filling in this page) ^ 1701 A7 _____B7 5. Description of the invention (5) — 'Circle 2 is a perspective circle of a wall block, built according to the invention;Figure 3 is similar to Figure 2 column pile block, which can be used to form a rotten column; Figure 4 is similar to Figure 3, and is shown as a block with a pair of cores; Figure 5 is a perspective view of a roof block, which is different from this The blocks in the invention are used in combination; FIG. Ό is a perspective view of a part of a block-based tread array, which is shown in several stages of completion. The wall panel is constructed by the arrangement of the connected blocks of the present invention, and The shape of the foot drop is used to show the separation of the pillars, columns, and columns. Figure 7 is a perspective view of the open end portion of the four-piece mold box shown for building blocks according to the present invention, further showing the core rods used to create Some features of the morphology; Circle 8 is similar to the top plane of the mold box of FIG. 7 while showing the arrangement of the core components; FIG. 9 is an exploded view showing the moving part of the mold box, and showing the decomposition of the pull rod along the bottom gap or The extended displacement diagram; circle 10 is a perspective view of a corner block, which is used to construct a structure by connecting the blocks prepared according to the present invention; and FIG. 11 is a perspective view of the shape of a corner column pile block and a wall block圏 ， Partial combination 0 Detailed description of the preferred specific examples of the present invention, as well as those in need of special attention under the guidance of FIG. 1 'Ground broadcast structure on the ground, which is roughly indicated by 10, including several spaced-apart piles with different degrees of completion Block columns 11, 12, and 13, and their -8- local paper music standards are applicable to the Chinese National Standard (CNS) A4 specifications (210X297 mm) --- · i-I ·! I n I i I--, -(4 (please read the notes on the back first-S-fill in this booklet) Ordered by the Ministry of Economic Affairs, Central Bureau of Accreditation and Employee Consumer Cooperative Printing A7 B7 Printed by the Ministry of Economic Affairs, Central Accreditation Bureau of Employee Consumer Cooperative V. Invention Instructions (6) The perimeter block array is usually arranged between 14 and 15. As shown in the figure, the foundations are located at 16 and 17, and the level of the ship is required to be used any time, as shown in 18. Now notice the individual wall blocks shown in circle 2. The block, roughly pointed by Chuan, is a rectangular parallelepiped, with a pair of panels 21 and 22 that are mainly reversed, with front and rear face surfaces, as indicated by 23. The rear panel 21 has a similar surface surface and is hidden in FIG. 2 ^ A pair of opposite terminal wall surfaces are provided at 24 and 25. A top surface is provided at%, along the bottom surface as indicated by 27. The top surface% has a pair of parallel configurations, protruding upwardly, and the sides are protruding by extensions? 9 and 30, its morphology is a truncated triangular cross section. These upwardly protruding ridge-shaped protrusions have a first saliency dimension, and are arranged and interposed between 32 regions indicated by two reverse arrows. These ridge-like protrusions, as described below, are arranged to connect the bottom surface of the mating building block. The ridge-like protrusions 29 and 30 are integrally formed with the main panel and have a heavy-duty net traversing a flat plate, as indicated by 35 and 36. These heavy nets have a first heavy-resistant net surface along the upper edge. The bottom surface 27 has a pair of front and rear grooves arranged in parallel and formed in a downwardly inclined cross-sectional profile, as indicated by 37 and 38. Furthermore, the inverse triangle is shown at 40 'and the dimension of 40 is slightly larger than 32. This arrangement provides mesh surfaces 35 and 36 to support and match the surface 27. At the same time, as shown in the wall block shown in Figure 2, the hollow core is 42 and 43. In the upper part, the net can provide a heavy-duty surface to match the corresponding heavy-duty surface of the block, so this arrangement is a durable and sturdy row of repeated stacked blocks. The combination of ridged protrusions and heavy-weight surfaces allows and does provide an array that does not require stucco. Furthermore, these features provide 9-this paper standard suitable for financial Guanjia County (CNS) A4 specifications (21GX297 public director): --- ^ --- ^ Id ------ IT.-(Please read first (Notes on the back and then fill in this page) V. Description of the invention (7) The stability of the component can be strengthened to form one or more spaced horizontally arranged < enclosed wall beam block rows, and contain cement slurry in the block core To strengthen the defenders in the horizontal direction. The combination of these features enhances the stability of the array after the overall completion. Printed by the Ministry of Economic Affairs, Central Standard Staff and Consumer Cooperatives > See Figure 3 and 4 for attention, showing two other forms of pillar piles. In Fig. 3, the 'block Zhao 45 includes two front and rear mourning plates, as shown in 46 and 47, and each of these panels has a foggy surface. The face surface of the panel 46 has a textured surface, which is a structure caused by a split surface, and the texture or the shape of the split surface provides a more acceptable and pleasing aesthetic surface. The other specific examples in FIG. 4 are the same as those in FIG. 3. Except that the specific example in FIG. 4 uses a pair of cores 55A and 55B, the remaining features and descriptions related to the block are the same as those discussed and represented in Plot 3. . The column pile block includes ridge-like projections that are arranged in parallel, project upward, and extend laterally, as shown in 49 and 50. These projections are similar to those discussed and described by the wall block of FIG. The bottom surface also has a pair of front and rear grooves arranged in parallel, forming an inversely truncated triangular shape with a downwardly contracted cross-section, and has the same characteristics as the grooves shown in 52 and 53 in the wall block. Note that the block 45 has a central groove formed between the inclined cross-sectional areas 52 and 53, as shown in 54. The groove area of 54 is expanded by adjacent surfaces, and these adjacent surfaces can provide additional stability in matching the wall blocks therein. The groove area 54 is designed to accept an array of stacked wall blocks in between. For this connection, the full width of the wall-block is designed to fit within the groove 54 and thus add stability and strength to the entire array. The arrangement of the height dimension and the front and rear panels of the network expansion are designed in the same way as the perimeter block shown in Figure 2. The arrangement of a hollow core is also shown as 55, and its -10-This paper scale is applicable to the Chinese National Standard (CNS) A4 specification (2 丨 〇 < 297mm) Printed by the Employee Consumer Cooperative of the Central Bureau of Economic Development of the Ministry of Economic Affairs Α7 Β7 5. Description of the invention (8) The hollow core is designed to accept cement slurry and reinforcement samples. As shown in Fig. 1, the 'pillar grid' column 12 is shown in the internal structure, and is formed by reinforcing bars arranged vertically in the core of the block. These poles are typically placed in foundations 16 and 17, while the foundations are cast in rows or nets. It is placed vertically until the foundation is completed. At this time, the column piles and columns are arranged on these poles, and then the wet cement is poured into the core of the column from above for irrigation. The top cover block 60 in Fig. 3 is provided with truncated triangular grooves 61 and 62 to receive the ridge-like protrusions of the matching column pile and the wall block. The roof block is used to provide the final completed appearance of the entire wall structure. For example, a wall block is 6 inches wide, 18 inches long and 8 inches high, as shown by the height of the truncated triangle shown in 32 It is preferably half an inch or 127 cm, and the true height of the inverse truncated triangle shown at 40 below is 0.625 inch or 1_58 cm. Using these typical dimensions can provide a 8-inch block. When in the _ row, the block has lateral and lateral stability and achieves no stucco connection. The angle of the truncated triangle is 26.5 degrees. Of course, it is gratifying that other angles used at 25 degrees and 30 degrees are still useful. In order to use the block structure of the present invention to construct a typical wall on the surface, the wall must be positioned using chords and appropriate column separations just before positioning. Therefore, a shallow groove or a rock-filled ditch with a width and depth of 10 inches and 6 inches, respectively, can be used to form a small platform around the entire perimeter wall line. A 12-inch diameter wall post hole can be provided to an appropriate depth to form the foundation of the post pile. Afterwards, from the lowest point of the fence line -11-This paper scale uses the Chinese national standard (c ^ 1T ^ 7I10x297mm) (please read the precautions on the back before filling this page) * 1Τ 3B17Q1
開始’每個凹渠在柱樁孔之間保持水平，如同傳統技術一 般，可同時提供每個揚升8英吋之階梯（以一8英吋之塊體 請 先 閲 背 面 之 注 意 事 項 再 而言）β 基體足形成起始於圍牆線之最低點，其柱樁塊體置於柱 格孔义令間。柱格境體之頂部設計成低於最終階之下2英 吋，且使足水平，並加以回填以使之能鎖定於原地。額外 ^柱格塊禮以如同第一柱樁塊體相同高度之方式排列，否 則或以增加揚升之方式與使用塊體之高度一致。而後，塊 體頂端則可保持水平並可加以回填。使用絃線及經蜂儀來 進行最後之檢查時須注重整齊及高度，柱樁塊體之第二層 則可提供於每個基底之上。破碎之岩石可裝置於經水平調 整及塵密之塡充物之上。 經濟部中央橾準局員工消費合作社印製 爲了加強圍牆線基底，圍牆塊體之基底層以從柱樁至柱 洛之間隔牆樑塊體列來提供。如所示，水平台可依需要使 用在圍牆列。個別塊體網形成之圍牆塊體陣列在接納鋼補 強桿之前敲出，如圖示内部構造65所示。其他之方式爲， 可加以削邊來接納補強桿β垂直向鋼補強桿提供於柱樁塊 體内，如圖示内部構造66所示，水泥則灌入所有的圍牆樑 塊體柱，並在塊體頂部約半英忖之内完成。如此之安排在 圖1中以介於柱樁欄柱12及13配置部分完成之圍牆陣列來 顯示。於未完成之陣列中’上部-之列乃選擇用來顯示容納 水平鋼補牆桿者。水泥灌入所有的柱樁塊體以填充所有的 孔，至少到塊體第一層水平。整個基底列需檢查其直度、 水平及整齊度。之後，該排列則允許隔夜保存。 -12- 經濟部中央標隼局員工消费合作社印裝 A7 --------— B7 __ 五、發明説明（1〇) 爲了％成圍牆’剩餘之柱樁塊體堆疊至圍牆頂部相同水 平之處。各層間可使用建築黏合之方式，當然必須注意並 不需使用灰泥。在檢查水平或整齊度之後，另外_列的圍 墙塊體則於下一個圍牆樑塊體之頂面處形成，其圍牆樑塊體 顯示於圖1，大致由70所指示之範圍。一列的圍牆樑塊體 而後設置於該處’且鋼補強桿65則依指示之方式提供。 垂直鋼而後裝置在柱格襴柱之核心，水泥灌至柱樁頂部之 水平位置。而後依需要灌水泥進入圍牆塊樑塊體之核心（ 在封住核心之後，僅沿著圍牆樑塊體來提供水泥），其水 泥則終止於獨立圍牆樑塊體列頂部下方大約半英吋處。在 檢查水平及整齊度之後，該配置依需要調整。 於完工階段，將裝置如圖5所示之頂蓋塊體堆砌於該圍 嫱之頂端’則該結構體就算完成。一完成之圍雜塊體陣列 顯示於圖1之圍牆塊體陣列15。 現在注意圖6，可觀察出部分完成之角落陣列，大致由 74所指之處，包括柱樁欄柱地基75、76及77。圍墙塊雜 排列其間乃與圖1所示之圍牆塊體相同。然而圖6之連結 結構爲一角落柱樁塊體排列78，其柱樁塊體之排列則與以 塊體形成欄柱79及80相似之方式提供，但有一例外β其例 外爲該角落塊體襴柱係設計成一具有較大橫切面之塊禮， 並具有緊鄰之元件82，83及以直角配置之凹槽84。基於線 性柱樁塊體45之形貌，這些工作所提供之技巧確實將可建 築穩定之角落塊體。 繼續注意圖6，個別嵌板’通常由85及86所示，係配置 -13- 本紙張尺度逋用中國國家標隼（CNS ) Α4規格（2丨〇><297公釐） (請先閱讀背面之注意事項再填寫本頁) 装- ，1Τ A7 B7 經濟部中央榡準局貝工消費合作社印衷 五、發明説明（11) 於隔開之柱樁襴柱78、79及80之間，該個別嵌板設置其 上，並由地基88及89所支撑。爲完成此種排列，欄柱78 、79及80可由水泥漿所填充’並以傳统之補強桿加以補強 〇 現在注意圖7及圈8，90所指出之模具盒。圖7中所示之 排列與由Robert A. Gravier於1993年10月25日送件併審， 申請序號08/142,7 15之文件中已詳細揭露，其標題爲「形 成水泥護壁塊體之方法」，且指定與本發明相同之讓受人 。此過程包括塊體模鑄於長方形複合石工塊體91，藉由填 充長方形模具盒9〇，混合及鑄造該塊體則由加壓該混合體 及模具以曝露混合體於塊體模具之開放上端。該方法一般 特色之其他討論則提供於屬於D j Sievert之美國專利號碼 5,017,049之中’該專利之内容則以參考資料方式编入本 文。模具盒90置放於標準輸送帶92之上。特別是，模具盒 90包括一長方形之開口 94，該開口亦設置於模具9〇之每 個反方向邊牆95及96，且每個長方形開口 94則設置於每 個相對應逢牆95及96之中夹較下方部分。每個開口 94, 如圏所tf ’均具有一預先決定之寬度維度"X"。模具卯之 附屬體則以如圖示中之核心棒97组合補充。核心棒97包括 縱向延件之長方形元件，如圖所示，具有寬度維度，， 。然而’核心棒97亦可爲梯形。-進行鑄模過程之前，核心 棒97之配置爲樂向，如此則可使之延仲穿過兩個開口 94及 於其内置中。數個核心棒97亦可補充於模具9〇中，且每個 核心棒具有不同之寬度”W”。然而，核心棒97之寬度維度 ------^ .1¾衣------ΪΤ * . (請先閲讀背面之注意事項再填寫本頁j -14-At the beginning, each ditch is kept horizontal between the pile holes, just like the traditional technology, and can provide 8-inch steps for each lift (for an 8-inch block, please read the notes on the back first and then Words) β matrix foot formation starts at the lowest point of the wall line, and its column pile body is placed between the column hole and the order. The top of the columnar body is designed to be 2 inches below the final level, with the foot level and backfilled so that it can be locked in place. The extra ^ column grid blocks are arranged at the same height as the first column pile block, or the height of the lifting block is the same as the height of the block used. Then, the top of the block can be kept horizontal and can be backfilled. When using the string and the bee instrument for the final inspection, it is necessary to pay attention to the neatness and height. The second layer of the column pile block can be provided on each base. The broken rock can be installed on the horizontally adjusted and dusty filling. Printed by the Employee Consumer Cooperative of the Central Ministry of Economic Affairs of the Ministry of Economy. In order to strengthen the base of the fence line, the base layer of the fence block is provided as a row of beam blocks from the column pile to the pillar. As shown, the water platform can be used in the fence column as required. The wall block array formed by individual block nets is knocked out before receiving the steel reinforcement bar, as shown in the internal structure 65 of the figure. The other method is that the edge can be cut to receive the reinforcing rod β and the steel reinforcing rod is provided vertically in the column pile body. As shown in the internal structure 66 shown in the figure, cement is poured into all the wall beam block columns and The top of the block is completed within about half an inch. Such an arrangement is shown in FIG. 1 as an array of fences completed between the column piles 12 and 13 configuration sections. In the unfinished array, the 'upper-column' is selected to show and accommodate horizontal steel patch poles. Cement is poured into all column pile blocks to fill all holes, at least to the first level of the block. Check the straightness, level and regularity of the entire base row. After that, the arrangement is allowed to be stored overnight. -12- Printed and printed by the Central Standard Falcon Bureau Employee Consumer Cooperative A7 --------— B7 __ 5. Description of the invention (1〇) In order to form a wall, the remaining column piles are stacked to the same top of the wall Level. The method of building bonding can be used between each floor, of course, it must be noted that there is no need to use stucco. After checking the level or uniformity, another column of fence blocks is formed on the top surface of the next fence beam block. The fence beam block is shown in Figure 1, roughly indicated by 70. A row of wall beam blocks is then placed at that location and steel reinforcement rods 65 are provided as indicated. The vertical steel is then installed at the core of the column lattice, and cement is poured to the horizontal position at the top of the column pile. Then, if necessary, cement is poured into the core of the wall beam block (after sealing the core, the cement is only provided along the wall beam block), and the cement is terminated approximately half an inch below the top of the independent wall beam block column . After checking the level and regularity, the configuration is adjusted as needed. At the stage of completion, the top block of the device as shown in FIG. 5 is stacked on the top of the wall, and the structure is completed. A completed wall block array is shown in the wall block array 15 of FIG. Attention is now drawn to FIG. 6, where the partially completed corner array can be observed, roughly indicated by 74, including column pile foundations 75, 76, and 77. The wall blocks are arranged in the same way as the wall blocks shown in Figure 1. However, the connection structure of FIG. 6 is a corner column block arrangement 78. The arrangement of column pile blocks is provided in a similar manner to the formation of columns 79 and 80 with blocks, with one exception β and the exception is the corner block The pillar is designed as a block with a large cross-section, and has adjacent elements 82, 83 and a groove 84 arranged at a right angle. Based on the shape of the linear column pile block 45, the skills provided by these works will indeed build a stable corner block. Continuing to pay attention to Figure 6, individual panels' are usually shown by 85 and 86, and are configured -13- This paper scale adopts the Chinese National Standard Falcon (CNS) Α4 specification (2 丨 〇 < 297mm) (please Read the precautions on the back first and then fill out this page) Install-, 1T A7 B7 The Central Bureau of Economics and Economics of the Ministry of Economic Affairs Beigong Consumer Cooperative Society. Invented five. Description of the invention (11) Among the separated column piles 78, 79 and 80 During this period, the individual panel is placed on it and supported by foundations 88 and 89. To complete this arrangement, the columns 78, 79, and 80 can be filled with cement slurry and reinforced with traditional reinforcement rods. Now pay attention to the mold box indicated in FIG. 7 and circles 8, 90. The arrangement shown in Figure 7 is submitted for review by Robert A. Gravier on October 25, 1993. The application serial number 08/142, 7 15 has been disclosed in detail, and its title is "Formation of Cement Wall Blocks" Method ", and designate the same assignee as the present invention. This process includes the block moulding on the rectangular composite masonry block 91, by filling the rectangular mold box 90, mixing and casting the block by pressurizing the mixture and the mold to expose the mixture to the open upper end of the block mold . Other discussions of the general characteristics of this method are provided in US Patent No. 5,017,049, which belongs to Dj Sievert. The contents of this patent are incorporated into this article by reference. The mold box 90 is placed on a standard conveyor belt 92. In particular, the mold box 90 includes a rectangular opening 94 which is also provided in each of the opposite side walls 95 and 96 of the mold 90, and each rectangular opening 94 is provided in each corresponding wall 95 and 96 The lower part of the clip. Each opening 94, as shown in the picture, has a predetermined width dimension " X ". The appendages of the mold 90 are supplemented by the core rod 97 as shown in the figure. The core rod 97 includes rectangular elements of longitudinal extensions, as shown, having a width dimension,. However, the core rod 97 may also be trapezoidal. -Before the molding process, the configuration of the core rod 97 is Le Xiang, so that it can be extended through the two openings 94 and built into it. Several core rods 97 can also be added to the mold 90, and each core rod has a different width "W". However, the width dimension of the core rod 97 ------ ^ .1¾ clothing ------ ΪΤ *. (Please read the notes on the back before filling this page j -14-
經濟部中央標準局員工消費合作社印製 A7 ___________ B7___ 五、發明説明（12 ) W則小於或等於每個開口 ％之寬度維度"X” ^核心棒π 界定一側向延仲缺口 ％ ’且延伸穿越塊體91之主要表面， 亦包括整個寬度。 堪續參考圖7及圖8，由模具90形成之組合塊體91爲長方 形塊體’具有上部主要表面99及相反之下部主要表面1〇〇 。塊體91具有一對反方向之主要侧邊1〇1·1(Η，其中一側 向延伸乙缺口 102沿著塊體91中心於其間延伸。缺口 1〇2 乃藉由鋒模過程中’由選定之核心棒97配置經過模具9〇之 開口 94-94而形成。然後當核心棒97及模具9〇從塊體移除 之’缺口 102於焉界定出來。因此，缺口 1〇2之寬度”w" 則等於於铸模過程中.使用之附屬核心塊體97之寬度”w，，。 缺口 102之寬度可藉由選擇具有一擇定寬度"w"之逍當核 心棒97來選擇性決定。缺口 1〇2之寬度”w„與當形成之塊 體於堆吻且組合成護壁牆時之後退維度一致。 塊體91亦可包括一側向延伸之脊1〇4，該脊介於反方向 之主牆101-101，沿著該處之中心延伸，以平分塊體91， 脊104且平行於侧向延伸缺口 1〇2 β脊1〇4進一步設定成具 有一 V形缺口及凹槽105，並沿其長度方向平分脊1〇4,使 成一對唇片106。爲了減輕塊體91及於該處造成或設置之 塊體對之重量，一對垂直向延伸之核心開口或孔，如1〇7_ 108 ’則提供於脊1〇4之每一側Γ每個開口 ι〇7_1〇8均從上 部主要表面99延伸至下部主要表面丨〇〇 ^ _固體補強網可 藉由圖示中，垂直每對開口 107-108間而加以設置。 脊104特別記述之特徵爲具有一預先決定之寬度維度"γ,, -15- 本紙張尺度適财Sg家鮮（CNS ) Α4規格（21GX297公着) ~ --- ----^ I裝------訂-----f J - - . r (請先閱讀背面之注意事項再填寫本頁) Α7 Β7 經濟部中央標準局員工消費合作社印製 五、發明説明（13 ) ’其中每個唇片106之寬度具有一維度"Y/2"。因此，加長 的V形缺口 105可平分或形成一對完全相同加長形態之唇 片106 ’維度"γ”保持固定，而維度"W"可選擇性界定。 塊體91提供一創造兩個獨立塊體，如91Α及91Β之方法 。該塊體配置以適當之拱洞或溝渠，且亦當然提供如109 所示之終端表面。顯示於圖8之塊體則典型地當成不須站 立之補強塊體來使用。此處之圏示僅爲便於説明之目的而 製，其模具盒之關係與排列形貌則顯示於圖9。综言之， 模具盒係由零件及組件之排列以製造圍牆嵌板成型元件， 如顯示於圖11中之132及133。 現在注意圖9，一圍踏境體模具盒以同時製造四個塊禮 之方式顯示於@中。該盒包括115及116及與側壁嵌板117 、118及119共同之終端牆或終端嵌板。拉棒亦顯示於圖 中之120-120。拉棒120-120形成塊體之底部缺口，如圖2 所示之形貌》顯示於圖2，於35及36所指之網表面，係藉 由導引核心成型套管沿軸移動橫越至拉棒12(Μ 20之移動 軸來成型。 現在注意附圈中之圖10,顯示一角落柱樁塊體，其塊 體爲125所指。塊體125包括相互以直角排列之面元件126 及127’伴随如128所示之一頂部斜切帶。該斜切帶us乃 使用於允許塊體束缚在一起，並-形成一襯墊以利於水泥之 操作。一匹配之向下延仲斜切面可提供於塊體125之下表 面，如所示之粼近邊緣表面130。 現將注意力轉移至圖11，顯示詳細之角落排列，其角落 -16- 本紙張尺度逋用中國國家標隼（CNS〉Α4規格（210X 297公慶） I ^ τ ά------,訂 1 . ▼ (請先聞讀背面之注意事項再填寫本頁) 321701 A7 .--_____B7___ 五、發明説明（14 ) 柱樁由131所指，可支律並導引單獨之牆段132及133 β這 些單獨之牆段132及133可允許於角落柱樁134中獨立建造 〇 總之’該塊體結構之結構及系统用於排列地面上圍牆來 説係耐久的，且可以抗拒合理之地震負荷。當然，像這種 排列對那些會可能發生地動之地區來説極有價値，且園牆 還能提供安全、耐久、長時持續之陣列嵌板，當面臨震動 負荷及或地動作用力時可抗拒損害及/或破壞。 本文所示之排列僅提供説明之用，並不代表能被逐字解 釋成本發明範固之限制。 申請專利範固爲： 經濟部中央標準局員工消費合作社印褽 用 度 尺 張 -纸 本 準 榡 家 國 j格 一規 I釐 公A7 printed by the Employee Consumer Cooperative of the Central Bureau of Standards of the Ministry of Economic Affairs. V. Invention description (12) W is less than or equal to the width dimension of each opening% " X ”^ Core rod π defines the lateral extension gap%’ and Extends across the main surface of the block 91, including the entire width. With continued reference to FIGS. 7 and 8, the combined block 91 formed by the mold 90 is a rectangular block having an upper main surface 99 and an opposite lower main surface 10. 〇. Block 91 has a pair of main sides in opposite directions 1〇1 (Η, wherein a laterally extending B notch 102 extends along the center of the block 91 in between. The notch 1〇2 by the front die process The "medium" is formed by the configuration of the selected core rod 97 through the openings 94-94 of the mold 90. Then, when the core rod 97 and the mold 90 are removed from the block, the gap 102 is defined in Yan. Therefore, the gap 102 The width "w" is equal to the width of the auxiliary core block 97 used in the casting process. "W". The width of the notch 102 can be selected by choosing the Xiaodang core rod 97 with a selected width " w " Selectivity. Gap of 10 The width "w" is the same as the receding dimension when the formed block is stacked and assembled into a retaining wall. The block 91 may also include a laterally extending ridge 104, which lies between the main wall 101 in the opposite direction -101, extending along the center of the place to bisect the block 91, the ridge 104 and parallel to the lateral extension notch 1〇2 β ridge 1〇4 is further set to have a V-shaped notch and groove 105, and along The longitudinal direction bisects the ridge 104 to make a pair of lips 106. In order to reduce the weight of the block 91 and the pair of blocks created or arranged there, a pair of vertically extending core openings or holes, such as 107_108 'Is provided on each side of the ridge 10 Γ each opening ι〇7_1〇8 extends from the upper main surface 99 to the lower main surface 丨 〇〇 ^ _ solid reinforcement mesh can be illustrated by the figure, each vertical It is set between the openings 107-108. The feature of the ridge 104 is specifically described as having a predetermined width dimension " γ ,, -15- The paper size is suitable for Sg Home Fresh (CNS) Α4 specifications (21GX297 public) ~ --- ---- ^ I installed ------ order ----- f J--. R (please read the precautions on the back before filling this page) Α7 Β7 Printed by Employee Consumer Cooperative of the Central Standards Bureau of the Ministry of Education 5. Description of the invention (13) 'The width of each lip 106 has one dimension " Y / 2 ". Therefore, the elongated V-shaped notch 105 can be bisected or form a complete pair The lip 106 of the same elongated form has a “dimension” γ ”that remains fixed, while the dimension“ W ”can be selectively defined. The block 91 provides a method of creating two independent blocks, such as 91A and 91B. The block is configured with appropriate arch holes or ditches, and of course provides a terminal surface as shown in 109. The block shown in Fig. 8 is typically used as a reinforcing block that does not need to stand. The illustrations here are made for illustrative purposes only. The relationship and arrangement of the mold boxes are shown in Figure 9. In summary, the mold box is an arrangement of parts and components to manufacture wall panel molding elements, such as 132 and 133 shown in FIG. 11. Now pay attention to FIG. 9, a mold box of a surrounding tread body is shown in @ 中 in a manner of simultaneously making four block gifts. The box includes 115 and 116 and terminal walls or terminal panels common to the side wall panels 117, 118 and 119. The pull rod is also shown at 120-120 in the figure. Pull rods 120-120 form the bottom notch of the block, as shown in Figure 2 "shown in Figure 2, the surface of the mesh referred to at 35 and 36 is guided by the core forming sleeve to move across the axis across It is formed by the moving shaft of the pull rod 12 (M 20. Now pay attention to Figure 10 in the attached circle, which shows a corner post pile block whose block is indicated by 125. The block 125 includes surface elements 126 arranged at right angles to each other And 127 'is accompanied by a top chamfered belt as shown in 128. The chamfered belt us is used to allow the blocks to bind together and form a liner to facilitate the operation of cement. The cut surface can be provided on the lower surface of the block 125, as shown near the edge surface 130. Now turn attention to Figure 11, showing the detailed arrangement of the corners, the corners -16- This paper scale uses the Chinese national standard falcon (CNS> Α4 specification (210X 297 gala) I ^ τ ά ------, order 1. ▼ (please read the notes on the back before filling in this page) 321701 A7 .--_____ B7___ V. Description of the invention (14) The column pile is pointed by 131, which can support and guide the separate wall sections 132 and 133. These separate wall sections 132 and 133 are allowed. Built independently in the corner column pile 134. In short, the structure and system of the block structure are durable for arranging the walls on the ground, and can resist reasonable seismic loads. Of course, such an arrangement is likely to occur for those The earth moving area is extremely valuable, and the garden wall can also provide a safe, durable, long-lasting array panel, which can resist damage and / or destruction when faced with vibration loads and or ground force. For illustrative purposes only, it does not mean that the limitations of the invention can be interpreted verbatim. The patent application for the patent is: The Ministry of Economy Central Standards Bureau Employee Consumer Cooperative printed a rule of use-paper quasi-national home country j grid One regulation