TWM360260U - Pipeline integration structure - Google Patents

Pipeline integration structure Download PDF

Info

Publication number
TWM360260U
TWM360260U TW098201650U TW98201650U TWM360260U TW M360260 U TWM360260 U TW M360260U TW 098201650 U TW098201650 U TW 098201650U TW 98201650 U TW98201650 U TW 98201650U TW M360260 U TWM360260 U TW M360260U
Authority
TW
Taiwan
Prior art keywords
composite
concrete
pipe
composite structure
composite material
Prior art date
Application number
TW098201650U
Other languages
Chinese (zh)
Inventor
rong-hua Lin
Original Assignee
Eg Intellectual Asset Creative Dev Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Eg Intellectual Asset Creative Dev Co Ltd filed Critical Eg Intellectual Asset Creative Dev Co Ltd
Priority to TW098201650U priority Critical patent/TWM360260U/en
Publication of TWM360260U publication Critical patent/TWM360260U/en

Links

Description

M360260 五、新型說明: 【新型所屬之技術領域】 -- 本創作係一種適用於建築、土木結構及地下管線的管道結 構,尤指一種在造形上具備有縱筋及環肋結構之複合材料結 構,與混凝土結合形成之管道結構者。 【先前技術】 按,混凝土管道結構於實務中多用於給排水管道,其作業 • 方式係預先挖掘工作井’以鑿孔機於地底下作推進施工,並以 預鑄之混凝土管道銜接其後’以向前推進方式逐段延伸佈設管 路’地下作業向前延伸推進過程中,混凝土管道結構需承受轴 向的推進阻力及來自土壤之荷重壓力,其管壁皆有一定厚度, 以承受推進阻力及荷重壓力而不致使管壁破裂。 傳統之混凝土管道結構,係以混凝土或添加其他原料混成 之混凝土為主要祕’内襯以鋼賴__成,如長時間受 • $環境中腐錄物質之侵韻,混凝土結構會產生裂縫,造成鋼 表面氧倾破壞’發生触反應,進而對輔職之混凝土 產生膨脹應力,造成混凝土開裂、剝離,致使鋼筋直接暴露於 空,中,造成氧化_,由於_,鋼筋有效斷面面積減小, 鋼助與混凝土握裹力削弱,結構完整性遭到破壞,進而誘發立 他形式的裂縫’更加速鋼筋_ ’終致管體剛性強度喪失,造 成管體破裂等嚴重損壞現象。 詳觀上述得知,傳統混凝土管道結構因承壓需求使用大量 M360260 混凝土,再加上内襯之鋼筋結構,不僅預鑄成本高昂,重量大 也增加搬運及施工成本,鋼筋銹蝕造成的管壁破損,亦造成日 後維修費用支出。 【新型内容】 本創作之主要目的,係在於提供一種適用於建築、土木結 構及地下管線的管道結構’其與傳統混凝土管道結構相比較, 更具備有質輕、結構強度高及耐腐蝕性較佳等優點。 本創作主要係以人造纖維強化之樹脂基複合材料,製成複 合材料筋材結構,以取代鋼筋作為混凝土管道之補強結構,製 成一種混凝土管道複合結構。 以人造纖維強化之樹脂基複合材料取代鋼筋,具有下列優 點: I密度小、重量輕:樹脂基複合材料之密度為鋼鐵的丄 〜1/5 ; 2. 強度高:樹脂基複合材料製成之管或桿,其環向拉伸強度 接近鋼材的強度,其比強度(抗拉強度與密度的比值)高於 鋼材甚多; 3. 耐腐蝕:樹脂基複合材料具有多樣性,不同的材料組合具 有不同的财腐餘特性,使其能夠有效防止各種酸、驗、氣 及有機溶劑的腐钱。 綜合上述特性,樹脂基複合材料因具有質輕、抗壓、耐腐 餘,強度高等特性,實為一取代鋼筋作為混凝土管道結構中之 M360260 優良補強材料。 本創作所述之管道複合結構,其中所包含之複合材料筋材 結構’其造形為一具備有縱筋及環肋結構的連續營狀物,於管 道預鎮時取代以鋼筋綁紮之鋼筋籠,與所澆灌之混凝土結合為 一體,成為混凝土管道結構之補強結構,該複合材料筋材結構 之縱筋及環肋結構’係用以增加複合材料筋材結構與混凝土管 層之間的握褢力,使其相互穩固結合,並增強管道結構轴向及 縱向之強度。 管道複合結構中用以補強之複合材料筋材結構,因具有質 輕及高強度雜,管道複合結構的管壁可喊少其厚度,卻仍 具有一般鋼筋錢土管道、輯財的賊,齡管郷度除了 可以減少㈣成本之外、更可_輕量化的效果降低搬運及 施工成本4目為管絲合結縣衫未含有㈣财,可防 止-般鋼舰耻管咖鱗土結顧线縫,崎成之鋼筋 氣化· ’進而使管體破裂的«損壞現象,令麵管道系統 之使用年限得以延長。M360260 V. New description: [New technical field] - This creation is a pipe structure suitable for construction, civil engineering and underground pipelines, especially a composite structure with longitudinal reinforcement and ring rib structure. , a pipe structure formed by combining with concrete. [Prior Art] According to the concrete pipe structure, it is mostly used in water supply and drainage pipes in practice. The operation method is to pre-excavate the working well's to carry out the construction under the ground with a boring machine and connect it with the concrete pipe of the concrete. The forward propulsion method extends the pipelines step by step. During the forward extension of the underground operation, the concrete pipeline structure needs to bear the axial propulsion resistance and the load pressure from the soil. The pipe wall has a certain thickness to withstand the propulsion resistance and Load pressure does not cause the tube wall to rupture. The traditional concrete pipe structure is made of concrete or concrete mixed with other raw materials. The inner lining is made of steel __, and if it is subjected to corrosion in the environment for a long time, the concrete structure will crack. The oxygenation of the steel surface causes a tactile reaction, which causes expansion stress on the concrete of the auxiliary work, causing cracking and peeling of the concrete, causing the steel bar to be directly exposed to the air and the middle, causing oxidation_, due to _, the effective cross-sectional area of the steel bar is reduced The steel-assisted and concrete grip strength is weakened, and the structural integrity is destroyed, which in turn induces cracks in the form of 'more accelerated steel bars', resulting in loss of rigidity of the pipe body, resulting in serious damage such as pipe rupture. As can be seen from the above, the traditional concrete pipe structure uses a large amount of M360260 concrete for pressure bearing requirements, plus the lining steel structure, which not only costs a lot, but also increases the handling and construction cost, and the pipe wall damage caused by steel corrosion. It also caused future maintenance expenses. [New content] The main purpose of this creation is to provide a pipe structure suitable for construction, civil structures and underground pipelines. Compared with traditional concrete pipe structures, it is more lightweight, structurally strong and corrosion resistant. Good advantages. This creation mainly consists of a reinforced fiber-reinforced composite material made of composite fiber to form a composite material rib structure to replace the reinforcing steel as a reinforcing structure of the concrete pipe to form a concrete pipe composite structure. Replacing steel bars with rayon-reinforced resin-based composite materials has the following advantages: I density is small and light weight: the density of resin-based composite materials is 丄~1/5 of steel; 2. High strength: made of resin-based composite materials The tensile strength of the tube or rod is close to the strength of the steel, and its specific strength (ratio of tensile strength to density) is much higher than that of steel; 3. Corrosion resistance: resin matrix composites are diverse, different material combinations It has different characteristics of rich and chemical, so that it can effectively prevent the decay of various acids, tests, gases and organic solvents. Based on the above characteristics, the resin-based composite material has the characteristics of light weight, compression resistance, corrosion resistance, high strength, etc. It is a substitute reinforcing steel as the M360260 excellent reinforcing material in the concrete pipe structure. The pipe composite structure described in the present invention, wherein the composite material rib structure is formed as a continuous battalt having a longitudinal rib and a ring rib structure, and replaces the steel cage tied with the steel bar in the pre-town of the pipeline. Combined with the concrete to be poured, it becomes a reinforcing structure of the concrete pipe structure. The longitudinal reinforcement and the ring rib structure of the composite material reinforcement structure are used to increase the grip force between the composite material reinforcement structure and the concrete pipe layer. , to make them firmly combined with each other, and to enhance the axial and longitudinal strength of the pipe structure. In the composite structure of the pipeline, the composite material reinforcement structure used for reinforcement, due to the light weight and high strength, the pipe wall of the composite structure of the pipeline can shout less thickness, but still has the general reinforcement of the money soil pipeline, the thief of the wealth, age In addition to reducing the cost of the (four), the pipe can reduce the handling and construction cost of the lighter. The seams, the reinforced steel gasification of the Qicheng·and the rupture of the pipe body, the service life of the surface pipe system is extended.

【實施方式】 作為合购筋龍構(ιι)取代鋼筋 作為此凝土s道之補強結構的管道複合結構’如圖示第-圖所 不’其主編混凝土砂_—账 Z由t旨基複合材料複合材料製成之複合材料筋材結構U 1) ’ 一者相互結合而成。 M360260 本創作所述之管顧合結構,如_第_贿示,其中所 包^之複合材料筋材結構(:l i ),其成份為纖維強化熱固性 樹月曰’為考慮不同環境或管道中不同流體性質,熱固性樹脂可 為轉和約咖旨、魏難、祕鑛、⑽顧等熱固性 樹腊,而作為材_維可為破璃纖維、碳纖維、芳绘纖維、 高密度聚乙烯纖維等人造纖維,以達到不同等級之抗壓、耐 酸、耐驗等需求。 本創作所述之管道複合結構,如圖示第—騎示,其中所 包含之混凝土管層(i 〇 )’係由混凝土砂漿洗注而成該混 凝土砂漿亦包括為改善混凝土性質而添加其他材料所形成之 各種特殊混凝土砂漿,如聚脂樹脂混凝土砂漿、纖維強化混凝 土砂漿及強化塑缪夾砂混凝土砂漿、活性粉末混凝土砂浆等各 種特殊混凝土砂襞。 本創作所述之管道複合結構’如圖示第—圖所示,其中所 包含之複合材料筋材結構(i丄)’主要係以拉拔法拉拔縱筋 (1 2 )、及以纏繞法纏繞環肋(i 3 ),並反覆實施上述步驟, 重複層合後,所製成的—種如圖示第二_示之—種長籠管狀 結構; 其成型步驟說明如下: 拉拔縱筋(i 2 ),係指將含浸樹脂膠液的連續纖維在 牽引設備的拉引作用下,通過成型模,縱向連續拉拔至事先設 定之長度。 M360260 纏繞環肋(1 3 ),係指將含麟娜㈣賴纖維,在 牽引設備的轉侧下,雜於成麵巾已麵減縱筋之胚 料的環肋。 重複層合’係指多次重複前述之拉拔縱筋(丄2)及纏繞 壞肋(13)之步驟’以形成如圖示第二圖所示之複合材料筋 材結構(11)本體’並依需求以重複層合次數之多寡來決定 筋肋之厚度。 在經過重複層合多次至所需之厚度,酿成型之後,即製 成本創作中被當作補強結構的複合材料筋材結構(11),由 料縱⑽置,而且是在 拉引預張力下細的,纖_單向強度_了充分發揮,且因 含浸樹脂驗的連續纖維多讀齡複合材料紐結構(]L 1 )的環肋(1 3 ),不但具有補強之效果,在多次層合之後, 亦成為複合材料筋材結構造型之一部分。 將已成型之複合材料筋材結構(1 1 ),置於混凝土管之 模具中,澆注混凝土砂漿形成混凝土管層(i 4 ),並與複合 材料筋材、構(1 1 )穩gj的結合為—體,待硬化後拆模取出 半成品’依所需長度裁切修邊,依照需求於兩端裝上接頭後即 成單一混凝土複合管道之製作。 M360260 【圖式簡單說明】 第一圖係本創作一實施例之立體剖面示意圖。 第二圖係本創作一實施例部份元件之立體示意圖。 【主要元件符號說明】 10 混凝土管層 11 複合材料筋材結構 > 1 2 縱筋 13 環肋[Embodiment] As a composite structure of a pipe that replaces the steel bar as a reinforcing structure of the concrete slab, as shown in the figure, the chief editor of the concrete sand _- The composite material structure U 1) made of composite composite material is combined with each other. M360260 The tube-incorporated structure described in this creation, such as _ _ _ bribe, which contains the composite material rib structure (:li), its composition is fiber-reinforced thermosetting tree 曰 曰 'for consideration of different environments or pipelines Different fluid properties, thermosetting resin can be used for the transformation of the coffee, Wei difficult, secret mine, (10) Gu and other thermosetting tree wax, and as a material _ Wei can be broken glass fiber, carbon fiber, aromatic fiber, high density polyethylene fiber, etc. Man-made fibers to meet different levels of resistance, acid resistance, and durability. The pipe composite structure described in the present application, as shown in the figure, shows that the concrete pipe layer (i 〇) contained therein is washed from concrete mortar, and the concrete mortar also includes other materials for improving the concrete properties. Various special concrete mortars, such as polyester resin concrete mortar, fiber reinforced concrete mortar, reinforced plastic sand concrete mortar, reactive powder concrete mortar, etc. The pipe composite structure described in the present invention is as shown in the first figure of the drawing, and the composite material reinforcement structure (i丄) contained therein is mainly drawn by pulling the longitudinal reinforcement (1 2 ) and by the winding method. Winding the ring rib (i 3 ), and repeating the above steps, after repeated lamination, the resulting type is shown in the second-illustrated long-cage tubular structure; the molding steps are as follows: (i 2 ) means that the continuous fiber impregnated with the resin glue is continuously drawn longitudinally to a predetermined length by a drawing die under the pulling action of the pulling device. M360260 Winding ring rib (1 3 ) refers to the ring rib that will contain the Linna (4) Lai fiber under the turning side of the traction equipment, which is mixed with the raw material of the face towel. "Repeated lamination" means repeating the steps of drawing the longitudinal ribs (丄2) and winding the bad ribs (13) a plurality of times to form a composite rib structure (11) body as shown in the second figure of the drawing. The thickness of the ribs is determined by the number of repeated laminations as required. After repeated lamination to the required thickness multiple times, after the brewing, the composite material structure (11) which is regarded as a reinforcing structure in the present invention is formed, and the material is longitudinally (10), and is drawn in the drawing. The tension is fine, the fiber _ unidirectional strength _ is fully exerted, and the ring rib (1 3 ) of the continuous fiber multi-reading composite material new structure (]L 1 ) due to the impregnated resin test not only has the reinforcing effect, but After multiple laminations, it also becomes part of the structural shape of composite materials. The formed composite material rib structure (1 1 ) is placed in the mold of the concrete pipe, the concrete mortar is poured to form the concrete pipe layer (i 4 ), and combined with the composite material reinforced material and the structural (1 1 ) stable gj For the body, after the hardening, the mold is taken out and the semi-finished product is taken out. The trimming is cut according to the required length, and the joint is installed at both ends according to the requirements, and then a single concrete composite pipe is produced. M360260 [Simplified description of the drawings] The first figure is a schematic cross-sectional view of an embodiment of the present creation. The second drawing is a perspective view of some components of an embodiment of the present invention. [Main component symbol description] 10 Concrete pipe layer 11 Composite material reinforcement structure > 1 2 Longitudinal reinforcement 13 Ring rib

Claims (1)

M360260 981%2^ . #j£) 含卞 /J日 ; 六、申請專利範圍: 1 1. 一種管道複合結構,包括: < ~— 1 & -複合材㈣材結構’設為驗土管道複合結構之中間層, 其造型為官狀且具有筋肋之籠形中空結構,用以補強管道複 合結構者;以及 一混凝土#層,叹耻砂漿雜於複合娜騎結構之内 外壁及複口材料錄結構之籠形結構之間並與複合材料筋 材結構結合為一體者。 2·如申請專利範園第】項中所述之管道複合結構,其中複合材 料筋材結構,係由人造纖維含浸熱固性樹脂加工而成。 3. 如申請專利範圍第〗項中所述之管道複合結構,其中混凝土 ^其所朗之簡烤漿包括狀善錢域質而添加 ,、他材料所形成之各種特殊混凝土砂漿。 4. 如申_咖第1或2射所述之管道複合結構,A中複 筋材結構之細_係選自不飽和聚脂樹脂、環氧 ί月曰、祕樹脂、乙埽基脂等熱固性樹脂。 5. 如申請專利範圍第“戈2項中所述 ::料,構之人造織維係選自破璃纖維、::: 織維之::稀纖維'金屬織維等人造織維或上述各種 6’ =專利細1或2項中所述之管道複合結構,_複 *料繼㈣、嶋蝴她她咖2 M360260M360260 981%2^ . #j£) Containing 卞/J日; VI. Patent application scope: 1 1. A pipe composite structure, including: < ~-1 & - composite (four) material structure 'set to soil test The middle layer of the pipe composite structure is shaped like a cage-shaped hollow structure with ribs to reinforce the pipe composite structure; and a concrete # layer, the sorrow mortar is mixed with the inner and outer walls of the composite Na riding structure and the complex The cage structure of the material recording structure is integrated with the composite material structure. 2. The pipe composite structure as described in the application for the patent garden, in which the composite material rib structure is processed by rayon impregnated thermosetting resin. 3. For the pipe composite structure described in the scope of the patent application, in which the concrete is mixed with the simple paste, the various special concrete mortars formed by the materials are added. 4. The composite structure of the composite material in A is selected from the group consisting of unsaturated polyester resin, epoxy glutinous rice, secret resin, acetyl ester, etc. Thermosetting resin. 5. If the scope of the patent application is as described in the second paragraph: “Materials, the artificial weaving system is selected from the group consisting of fiberglass, ::: weaving:: thin fiber, metal weaving, etc. Various 6' = patent composite structure as described in 1 or 2 of the patent, _ * 料 继 (4), 嶋 她 her her coffee 2 M360260 補充 以拉拔法拉拔縱筋,並將纖維強化熱固性樹脂以纏繞法纏繞 環肋,經重複多次拉拔縱筋及纏繞環肋之步驟,重複層合成 至所需之厚度,成型固化而成者。The longitudinal reinforcement is pulled by drawing, and the fiber-reinforced thermosetting resin is wound around the ring rib by a winding method, and the step of repeatedly drawing the longitudinal reinforcement and winding the ring rib is repeated, and the layer is repeatedly synthesized to a desired thickness, and is formed and solidified. By.
TW098201650U 2009-02-04 2009-02-04 Pipeline integration structure TWM360260U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
TW098201650U TWM360260U (en) 2009-02-04 2009-02-04 Pipeline integration structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
TW098201650U TWM360260U (en) 2009-02-04 2009-02-04 Pipeline integration structure

Publications (1)

Publication Number Publication Date
TWM360260U true TWM360260U (en) 2009-07-01

Family

ID=44382402

Family Applications (1)

Application Number Title Priority Date Filing Date
TW098201650U TWM360260U (en) 2009-02-04 2009-02-04 Pipeline integration structure

Country Status (1)

Country Link
TW (1) TWM360260U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI615532B (en) * 2013-11-29 2018-02-21 福懋興業股份有限公司 Fiber composite material drainers

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI615532B (en) * 2013-11-29 2018-02-21 福懋興業股份有限公司 Fiber composite material drainers

Similar Documents

Publication Publication Date Title
JP6060083B2 (en) Reinforcing bar and method for manufacturing the same
WO2021003860A1 (en) Assembly-type permanent formwork superimposed frp rib seawater and sea sand recycled concrete beam and manufacturing method therefor
CN202117165U (en) Composite structure with fibre compound material barrel confining concrete-filled steel tube
Wang et al. Axial compressive behavior of seawater sea-sand coral aggregate concrete-filled circular FRP-steel composite tube columns
Fang et al. Novel FRP interlocking multi-spiral reinforced-seawater sea-sand concrete square columns with longitudinal hybrid FRP–steel bars: Monotonic and cyclic axial compressive behaviours
CN102936941B (en) Composite pipe concrete composite structure
WO2021223400A1 (en) Prefabricated combined assembly-type anti-floating tensile prestressed anchor rod member and construction method therefor
WO2022011913A1 (en) Prestressed unbonded anchor bolt rebar, anchor bolt, and construction method
CN107503470A (en) A kind of pre-stress FRP sleeve FRP tendons sea sand seawater expansive concrete coupled column
WO2021223399A1 (en) Tubular column for prestressed anchor rod, anchor rod, and construction process
CN106760215A (en) A kind of fiber-bamboo wood composite pipe concrete composite structure
Chen et al. Mechanical performance of ocean concrete-filled circular CFRP-steel tube columns under axial compression
CN103132654B (en) FRP reinforcement material end nut and manufacturing method thereof
CN103243711A (en) Composite pipe pile with inner ribs
TWM360260U (en) Pipeline integration structure
Dong et al. Durability of discrete BFRP needle-reinforced seawater sea-sand concrete-filled GFRP tubular columns in the ocean environment
CN108240071A (en) FRP section bars-steel pipe concrete combination column
Aydın Experimental study on the flexural behaviour of a novel concrete filled hybrid beams reinforced with GFRP and steel bars
CN207686140U (en) FRP proximate matters-steel pipe concrete combination column
Chen et al. Experimental study on flexural behavior of splicing concrete-filled GFRP tubular composite members connected with steel bars
CN206408838U (en) A kind of fiber bamboo wood multiple tube concrete combination column
Markowski et al. UHPC sandwich structures with composite coating under compressive load
CN206467898U (en) Confined concrete coupled column inside and outside a kind of bamboo multiple tube steel pipe
Madupu et al. Strengthening of axially loaded reinforced concrete rectangular columns with GFRP strips
CN108824228A (en) A kind of method of bamboo combined housing reinforced bridge pier