TWI410553B - Seepage-pipe pushing method at sand bank - Google Patents

Seepage-pipe pushing method at sand bank Download PDF

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Publication number
TWI410553B
TWI410553B TW99138274A TW99138274A TWI410553B TW I410553 B TWI410553 B TW I410553B TW 99138274 A TW99138274 A TW 99138274A TW 99138274 A TW99138274 A TW 99138274A TW I410553 B TWI410553 B TW I410553B
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pipe
water
section
sand
filter
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TW99138274A
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TW201219625A (en
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Hsiang Jung Lin
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Hsiang Jung Lin
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Publication of TWI410553B publication Critical patent/TWI410553B/en

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Abstract

One kind of water taking method under sand bank, use pipe-head section (which can sucking and pumping sand) connect with seepage-pipe(which have seepage utensil and interior steel pipe ), then pushing outer and interior pipe section by section from shift into sand bank by sucking and pumping sand. After finishing pipe pushing operation, pulling out the mechanical equipment and interior pipe from outer pipe of pipe-head section and seepage-pipe, then installing the seepage material in the head of pipe-head section' s outer pipe, then we finishing the construction of one seepage-pipe. After several seepage-pipes construction finishing in the shift (which use for water collecting well), we installing the water pumps and control systems inside and outside the well, then finishing the seepage-pipe water taking system under sand bank.

Description

砂岸下推濾水管取水工法 Sand bank push down filter water pipe water method

本發明是一種砂岸下推濾水管取水工法,其特別係為將具有抽排砂功能之管首段與具濾水器之濾水管結合(其中以鋼內管來防水),然後以抽排砂推管之方式將內、外管,同時由發進井(兼作為集水井)壁上可防水之發進口,逐段推進入砂岸內。在推管作業完成後,再將管首段之機械設備及濾水管之鋼內管(含管路等設備)由外管拉出後,在管首段外管內安裝管首濾材,則完成砂岸下該支濾水管之施工。當兼作為集水井之發進井內之數支濾水管完成後,在集水井內外安裝相關之抽水及控制設備後,即完成砂岸下以濾水管取水之系統。 The invention relates to a water-receiving method for pushing a filter water pipe under a sand bank, which is particularly characterized in that a pipe head having a function of pumping and discharging sand is combined with a water filter pipe with a water filter (in which a steel inner pipe is used for waterproofing), and then is drawn. The way of pushing the pipe is to import the inner and outer pipes, and at the same time, the water-proof hair on the wall of the well (also used as the collecting well) is pushed into the sand bank one by one. After the pipe-making operation is completed, the steel pipe (including piping and other equipment) of the mechanical equipment and the water filter pipe of the first section of the pipe is pulled out by the outer pipe, and the pipe head filter material is installed in the outer pipe of the first pipe of the pipe. Construction of the filter water pipe under the sand bank. After the completion of several water filtration pipes in the well as the collection wells, after installing the relevant pumping and control equipment inside and outside the collection wells, the system for taking water from the filter water pipes under the sand bank is completed.

傳統之砂岸取水工法,通常係在砂岸垂直鑽井取水、岸邊挖溝埋橫管取水或由集水井打設橫管取水。由於前述之施工方式常受限於取水層深度、水層厚度、水邊挖溝深度、橫管打設管徑不大、砂層阻力大長度不長及濾水管滲水等因素,致取水量不大或甚至於無法施工。 The traditional method of taking sand from the shore is usually to take water from the vertical drilling of the sand bank, to dig the trench at the shore, to take water from the horizontal pipe, or to draw water from the collecting well. Because the above-mentioned construction methods are often limited by the depth of the water intake layer, the thickness of the water layer, the depth of the water trenching, the diameter of the horizontal pipe, the large length of the sand layer resistance, and the water seepage of the filter pipe, the amount of water is not large. Or even impossible to construct.

傳統之砂岸取水工法,通常係在砂岸垂直鑽井、岸邊挖溝埋橫管或由集水井打設橫管等取水工法。在砂岸垂直鑽井取水,因受取水層深度、水層厚度及集水範圍受地下水自由水錐面補充緩慢之限制致取水量不大。岸邊挖溝埋橫管取水,因在水邊挖溝易坍塌,只能淺層埋管致集水管埋設深度為淺層覆蓋層不足,易受風浪沖蝕而損毀取水管路。 The traditional method of taking water from the sand bank is usually a vertical method of drilling sand on the sand bank, digging a horizontal pipe at the shore, or installing a horizontal pipe from a collecting well. Vertical drilling and water intake on the sand bank is limited by the depth of the taken water layer, the thickness of the water layer and the range of water collection due to the slow filling of the free water cone surface of the groundwater. The bank digging trenches and burying horizontal pipes to take water, because the trenches are easy to collapse at the waterside, the shallow buried pipes can only be buried in a shallow depth of cover, which is vulnerable to wind and waves and damages the water intake pipeline.

而傳統由集水井打設橫管取水,由於在砂層內打設橫向濾水管,卻因砂層受震動會更緊密濾水管之推進困難,更因濾水管內充滿水致管在推進時止水困難而致無法施工。 In the traditional way, the horizontal pipe is used to collect water from the collecting well. Because the horizontal filtering water pipe is installed in the sand layer, the sand layer is more difficult to push the water pipe due to the vibration, and the water is difficult to stop when the pipe is filled with water. It is impossible to construct.

本發明是一種在砂岸下推濾水管之取水工法,可在砂岸邊依所需要之口徑、深度及長度向水邊以外管套內管之方式橫向推濾水管,利用水下砂層水量豐富之補注能力,配合集水井內及相關之抽水及控制設備後以完成砂岸下以濾水管取水之系統,來解決前述之課題。 The invention relates to a water-removing method for pushing a water filter pipe under a sand bank, which can push the water filter pipe laterally to the inner pipe of the water pipe outside the water edge according to the required diameter, depth and length, and utilize the underwater sand layer to be rich in water. The replenishing ability, in conjunction with the collection wells and related pumping and control equipment, to complete the system of water collection by the filter water pipe under the sand bank to solve the above problems.

解決之手段係如圖7F所示,以具有抽排砂功能之管首段(1)與具濾水器(22)之濾水管(2)結合《其中以鋼內管(6)來防水》,然後以抽排砂推管之方式將內、外管同時由發進井(3兼作為集水井)可防水之發進口總成(39)逐段推進入砂岸內。在推管作業完成後,再將管首段之機械設備及濾水管之鋼內管(6含管路等設備)由外管拉出後,在管首段之外管內安裝管首濾材(19),則完成砂岸下該支濾水管之施工。然後在完成集水井內數支濾水管之推進後,再配合集水井內外相關之抽水及控制設備後,則完成砂岸下以濾水管取水之系統。 The solution is as shown in Fig. 7F, in which the first section (1) of the pipe with the function of pumping sand is combined with the water filter pipe (2) with the water filter (22), wherein the steel inner pipe (6) is used for waterproofing. Then, the inner and outer tubes are simultaneously pushed into the sand bank by the inlet assembly (39) which can be waterproofed by the hair feeding tube (3 as a collecting well). After the pipe-making operation is completed, the mechanical equipment of the first section of the pipe and the steel inner pipe of the water filter pipe (6 pipes and other equipment) are pulled out from the outer pipe, and the pipe head filter material is installed in the pipe outside the first pipe section ( 19), the construction of the filter water pipe under the sand bank is completed. Then, after completing the advancement of several water filter pipes in the water collecting well, and then cooperating with the relevant pumping and control equipment inside and outside the collecting well, the system for taking water from the filter water pipe under the sand bank is completed.

本發明之工法係使用具濾水器(22)之濾水管(2)為外管,用以達到在水下相當深度砂層內集水取水之功能;而鋼內管(6)主要用以限制濾水外管之滲水停留在內外管之間,可以防止於推管時外管之滲水經由發進口流入發進井內;另外可防水之發進口總成(39)係聯合運用擋水門(39a)、止水刷(39c2)及油壓止水環(39c1),使推管時濾水管(2)管壁外之水,被限制在發進口總成(39)內無法流入發進井(3)內,使濾水管之推管得以順利成功。 The method of the invention uses the water filter tube (2) with the water filter (22) as an outer tube for the function of collecting water in a relatively deep sand layer under water; and the steel inner tube (6) is mainly used for limiting The water seepage of the outer pipe of the water filter stays between the inner and outer pipes, which prevents the water seepage of the outer pipe from flowing into the well through the inlet when the pipe is pushed; and the water inlet assembly (39) is combined with the water gate (39a) ), the water stop brush (39c2) and the hydraulic water stop ring (39c1), so that the water outside the pipe wall of the filter water pipe (2) when the pipe is pushed is restricted from flowing into the well in the hair inlet assembly (39) ( 3) Inside, the pipe of the water filter pipe can be successfully and successfully.

本發明之實施過程佐以圖示分別說明如下: The implementation process of the present invention is illustrated by the following illustrations:

步驟一、廠內管首段製造 Step 1: Manufacturing of the first section of the factory

1、首先在工廠內製造推管時用以抽排砂之管首段(1),其配置示意及組合係如圖1及圖2所示,主要由管首鋼刃(13)、混凝土外管(12)、鋼內管(6)、管尾端T型接頭(17)及管首段機械總成(11)所組成,而材料為混凝土之外管亦可使用其他諸如預力混凝土、高性能混凝土、PE及PVC等適用之材料。 1. Firstly, the first section (1) of the pipe for pumping sand when manufacturing the pipe is made in the factory. The configuration and combination are shown in Figure 1 and Figure 2. The pipe head (13) and the concrete pipe are mainly used. (12), steel inner tube (6), tube end T-joint (17) and tube head mechanical assembly (11), and the material is concrete, other tubes such as pre-stress concrete, high Suitable materials for concrete, PE and PVC.

2、管首段前段係保護管首之管首鋼刃(13)亦用以在推管時用來切入砂層,並以鋼刃固定螺栓(13a)與混凝土外管(12)之前端結合。管首中央設有主水喉管口擋砂蓋(14a1)及上下左右四個高壓水喉擋砂蓋(14a2),來防止砂回流阻塞各高壓水喉出口。另管首段前段下方設有排砂管入口(16a)及排砂管口柵欄(16b),用以將管首被高壓水喉沖鬆之砂吸入排砂管內。 2. The pipe head (13) of the pipe head of the front section of the pipe is also used to cut into the sand layer during pipe pushing, and the steel blade fixing bolt (13a) is combined with the front end of the concrete outer pipe (12). In the center of the pipe head, there are a main water pipe orifice cover (14a1) and four high-pressure hose retaining sand covers (14a2) to prevent sand backflow from blocking the high-pressure hose outlets. In addition, a sand discharge pipe inlet (16a) and a sand discharge pipe fence (16b) are arranged below the first section of the first section to draw the sand of the pipe head into the sand discharge pipe by the high pressure hose.

3、復於混凝土外管(12)內套鋼內管(6),兩管間墊以內外管止水膠圈(18b),來防止外管之滲水經由管接頭流入鋼內管(6)內。混凝土外管(12)之後端設有管尾端T型接頭(17)與T型接頭栓孔(17a),用T型接頭螺栓(17b)將管尾端T型接頭與濾水管(2)連接,而T型接頭與混凝土外管之間則以T型接頭止水膠圈(18a)來防水。 3. Re-integrate the outer tube (6) of the outer tube of the concrete (12), and seal the inner rubber tube (18b) with the inner and outer tubes between the two tubes to prevent the water from seeping into the inner steel tube through the pipe joint (6) Inside. The rear end of the concrete outer tube (12) is provided with a T-joint (17) at the end of the tube and a T-joint (17a) at the end of the T-joint, and the T-joint and the water filter (2) at the end of the tube are clamped with a T-joint bolt (17b). The connection is made between the T-joint and the concrete outer tube with a T-joint water-stopping apron (18a) for waterproofing.

4、管首段之鋼內管(6)內則安裝推管完成後可移除之管首段機械總成(11),該機械總成在係管首段機械總成承座(11a)上安裝承座及支承滾輪(11b),復於承座上裝設排砂管(16e)、管路支撐台(11d)及管路支撐架(11c)等設備。在管路支撐台(11d)及管路支撐架(11c)上,分別裝設有主高壓水喉(14a)及上下左右(14b、14c、14d、14e)五個高壓水喉,及配合各 高壓水喉之高壓供水管(15a、15b、15c、15d、15e),其中主高壓水喉(14a)係用在管推進時以高壓水流沖鬆砂層,配合下方排砂管(16e)之抽排砂來軟化管首之砂層,使後方千斤頂等推進設備之運作順利。而上下左右(14b、14c、14d、14e)五個高壓水喉係用在管首推進時,來修正其上下及左右方向之用。另外排砂管(16e)之前段設有馬達軀動之碎石機(16c),用來破碎由排砂管入口(16a)進入而其尺寸太大之顆粒,使後方之排砂管(16e)能運作順暢。 4. In the inner steel pipe (6) of the first section of the pipe, the first mechanical assembly (11) of the pipe which can be removed after the completion of the push pipe is installed, and the mechanical assembly is in the first section of the mechanical assembly of the pipe (11a) The bearing seat and the supporting roller (11b) are mounted thereon, and the sand discharging pipe (16e), the pipe supporting platform (11d) and the pipe supporting frame (11c) are installed on the bearing seat. On the pipeline support table (11d) and the pipeline support frame (11c), five high-pressure hoses are installed, respectively, and the main high-pressure water hose (14a) and the upper, lower, left and right (14b, 14c, 14d, 14e) High-pressure water supply high-pressure water supply pipe (15a, 15b, 15c, 15d, 15e), wherein the main high-pressure water pipe (14a) is used to flush the sand layer with high-pressure water when the pipe is propelled, and cooperate with the lower sand pipe (16e) Sand is discharged to soften the sand layer of the pipe head, so that the operation of the propulsion equipment such as the rear jack is smooth. The five high-pressure hoses of the up, down, left, and right (14b, 14c, 14d, and 14e) are used to correct the up and down and left and right directions when the pipe head is advanced. In addition, a gravel machine (16c) with a motor body is arranged in the front section of the sand discharging pipe (16e) for crushing the particles which are entered by the sand inlet (16a) and whose size is too large, so that the rear sand pipe (16e) ) can work smoothly.

5、復於管首段前段與碎石機(16c)之間設有排砂管擋砂閘門(16d),當所有濾水管(2)推管完成後,鋼內管(6)及其內之管首段機械總成(11)、管路設備等移出前,使該閘門降下以封閉排砂管入口(16a),使管首外之砂無法流入管內。 5. There is a sand-discharging sand blocking gate (16d) between the front section of the first section of the pipe and the crusher (16c). When all the water pipes (2) are pushed, the steel inner pipe (6) and its inner Before the mechanical assembly (11) of the first section of the pipe, the pipeline equipment, etc. are removed, the gate is lowered to close the inlet of the sand discharge pipe (16a), so that the sand outside the pipe head cannot flow into the pipe.

6、圖1為管首段配置示意圖,圖1A為圖1之1A斷面圖、圖1B為圖1之1B斷面圖、圖1C為圖1之1C斷面圖及圖1D為圖1之1D斷面圖;圖2為管首段組合圖,圖2A為圖2之2A斷面圖、圖2B為圖2之2B斷面圖、圖2C為圖2之2C斷面圖、圖2D為圖2之2D斷面圖、2E為圖2之2E斷面圖、圖2F為圖2之2F斷面圖、圖2G為圖2之2G斷面圖及圖2H為圖2之2H斷面圖。 6 is a schematic view of the first stage of the pipe, FIG. 1A is a sectional view of FIG. 1A, FIG. 1B is a sectional view of FIG. 1B, FIG. 1C is a sectional view of FIG. 1 and FIG. 1D is a sectional view of FIG. 1D sectional view; Fig. 2 is a combination diagram of the first stage of the tube, Fig. 2A is a sectional view of Fig. 2, 2A, Fig. 2B is a 2B sectional view of Fig. 2, Fig. 2C is a 2C sectional view of Fig. 2, and Fig. 2D is 2D is a cross-sectional view of FIG. 2, 2E is a 2E sectional view of FIG. 2, FIG. 2F is a 2F sectional view of FIG. 2, FIG. 2G is a 2G sectional view of FIG. 2, and FIG. 2H is a 2H sectional view of FIG. .

步驟二、廠內濾水管製造 Step 2: In-plant water filter manufacturing

1、在製造管首段時亦在工廠內製造濾水管(2),其配置示意及組合係如圖3及圖4所示,主要由混凝土外管(21)、鋼內管(6)、濾水管管路總成承座(25)及推管時用以封閉內外管末端之尾蓋(29)所組成。 1. The water filter pipe (2) is also manufactured in the factory at the beginning of the pipe. The configuration and combination are shown in Figure 3 and Figure 4. The concrete pipe (21) and the steel pipe (6) are mainly used. The water filter pipe assembly assembly seat (25) and the tail cover (29) for closing the inner and outer pipe ends when pushing the pipe.

2、其中混凝土外管(21)壁內裝有管壁濾水器(22),供管壁外砂層之水滲入管內以利推管完成後集水,而管壁濾水器則如圖3E所示,由濾水器框架(22a)、粗濾材(22b)、中濾材(22c)及細濾材(22d)所構成。混凝土外管(21)內套鋼內管(6),兩管間亦墊以內外管止水膠圈(18b),來防止推管時外管管 壁濾水器(22)之滲水流入鋼內管(6)內。 2. The wall water filter (22) is installed in the wall of the concrete outer pipe (21), and the water in the sand layer outside the pipe wall is infiltrated into the pipe to facilitate the water collecting after the pipe is completed, and the pipe wall water filter is as shown in the figure. As shown in 3E, it consists of a water filter frame (22a), a coarse filter material (22b), a medium filter material (22c), and a fine filter material (22d). The outer tube (6) of the concrete outer tube (21) is covered with a steel inner tube (6), and the inner and outer tube water sealing rubber rings (18b) are also interposed between the two tubes to prevent the outer tube from being pushed. The water seepage from the wall water filter (22) flows into the steel inner tube (6).

3、混凝土外管(21)之前端設有T型接頭止水膠圈(18a),以利與管首段(1)或前段濾水管連接。混凝土外管後端亦設有管尾端T型接頭(17)與T型接頭栓孔(17a),用T型接頭螺栓(17b)將管尾端T型接頭與濾水管(2)連接,而T型接頭與混凝土外管之間則以T型接頭止水膠圈(18a)來防水。管尾端T型接頭(17)於推管時會配合管尾蓋螺栓(29a),將尾蓋(29)固定於濾水管尾端將內外管全面密封,以利後續之推管工作。而尾蓋(29)上亦設有軟管法蘭接頭(29d),以利推管時濾水管內各式高壓供水管及排砂管與發進井(3)內銜接軟管(29c)之連接(如圖7F所示)。 3. The T-joint water-stopping apron (18a) is provided at the front end of the concrete outer pipe (21) to facilitate connection with the first section (1) or the front section of the water pipe. The rear end of the concrete outer pipe is also provided with a T-joint (17) at the end of the pipe and a T-joint (17a) of the T-joint. The T-joint at the end of the pipe is connected to the water filter pipe (2) by a T-joint bolt (17b). The T-joint and the concrete outer tube are waterproofed with a T-joint water-stopping apron (18a). The T-type joint (17) at the end of the pipe will be matched with the end cap bolt (29a) when the pipe is pushed, and the tail cap (29) is fixed to the tail end of the water filter pipe to completely seal the inner and outer pipes to facilitate subsequent pipe pushing work. The tail cover (29) is also provided with a hose flange joint (29d) to facilitate the connection of various high-pressure water supply pipes and sand discharge pipes in the water filter pipe and the connection hose (29c) in the feed well (3). The connection is as shown in Figure 7F.

4、濾水管(2)之鋼內管(6)內則安裝推管完成後可移除之濾水管管路承座總成(25),其上設有承座及支承滾輪(26)及管路承台(27),復於承台上安裝設排砂管(16e)、主高壓供水管(15a)及上下左右高壓供水管(28)等設備。 4. The steel inner pipe (6) of the water filter pipe (2) is provided with a filter water pipe pipe bearing assembly (25) which can be removed after the push pipe is completed, and a bearing seat and a supporting roller (26) are arranged thereon. The pipeline cap (27) is equipped with equipment such as a sand discharge pipe (16e), a main high-pressure water supply pipe (15a), and upper and lower left and right high-pressure water supply pipes (28).

5、圖3為濾水管配置示意圖,圖3A為圖3之3A斷面圖、圖3B為圖3之3B斷面圖、圖3C為圖3之3C斷面圖、圖3D為圖3之3D斷面圖及圖3E則為管壁濾水器(22)之示意圖;圖4為濾水管組合圖,4A為圖4之4A斷面圖、圖4B為圖4之4B斷面圖、圖4C為圖4之4C斷面圖及圖4D為圖4之4D斷面圖。 5, FIG. 3 is a schematic view of a water filter pipe arrangement, FIG. 3A is a 3A sectional view of FIG. 3, FIG. 3B is a 3B sectional view of FIG. 3, FIG. 3C is a 3C sectional view of FIG. 3, and FIG. 3D is a 3D of FIG. The sectional view and FIG. 3E are schematic views of the pipe wall water filter (22); FIG. 4 is a combination diagram of the water filter pipe, 4A is a 4A sectional view of FIG. 4, FIG. 4B is a 4B sectional view of FIG. 4, and FIG. 4C 4C is a cross-sectional view of FIG. 4 and FIG. 4D is a 4D cross-sectional view of FIG. 4.

步驟三、發進井構築(含發進口) Step 3, send the well to build (including import and export)

1、依所需取水之深度在砂岸邊構築發進井,發進井(3)構築之同時如圖7A所示,在濾水管預定通過之發進井壁(31)處預留發進口(39b)。 1. According to the depth of the required water intake, build the well into the well on the sand bank, and send it into the well (3). At the same time as shown in Fig. 7A, reserve the inlet at the well wall (31) through which the filter water pipe is intended to pass. (39b).

2、發進口(39b)之構成如圖5所示,以發進口框座加強筋(39b1)加強混凝土框座來補強發進口之周邊,並於框座內預埋油壓管線(39d)及水門框螺栓(39a2),以利推管前安裝制水之擋水門(39a)及發進口油壓止水總成(39c)。 2. The composition of the import (39b) is shown in Figure 5. The reinforced concrete frame (39b1) is used to strengthen the concrete frame to reinforce the periphery of the inlet, and the hydraulic pipeline (39d) is embedded in the frame. The water box frame bolt (39a2) is used to install the water stop gate (39a) and the inlet oil pressure stop water assembly (39c).

3、為利推管時管体之順利通過該處之井壁,於該框座內之井壁則以低強度水泥拌黏土(39e)處理,並於未推管前如圖7A所示,以發進口臨時擋水蓋(39b3)將發進口(39b)暫時封閉。 3. In order to facilitate the smooth passage of the pipe body through the well wall of the pipe, the well wall in the frame is treated with low-strength cement mixed clay (39e), as shown in Fig. 7A before being pushed. The hair inlet (39b) is temporarily closed by the import temporary water retaining cover (39b3).

步驟四、蓄水池、沉砂池構築 Step 4: Construction of reservoir and grit chamber

1、發進井構築之後或同時可以如圖7A所示,構築配合之供水池(36c)及沉砂池(37c),以供推管時提供管首高壓水流之水源,及抽排砂後提供排砂沉澱用之沉砂池。 1. After the well is constructed or at the same time, as shown in Fig. 7A, a matching water supply tank (36c) and a grit chamber (37c) may be constructed to provide a water source for the high pressure water flow of the pipe when the pipe is pushed, and after the sand is discharged. Provide a grit chamber for sand deposition and sedimentation.

步驟五、安裝工作平台及推進系統 Step 5: Install the work platform and the propulsion system

1、如圖7A所示在發進井(3)內安裝工作平台(32),並在平台上安裝推管所需之反力座(35)、千斤頂(33)及承壓鈑(34)等推進設備。 1. Install the working platform (32) in the feed well (3) as shown in Fig. 7A, and install the reaction force seat (35), jack (33) and pressure 钣 (34) required for the push tube on the platform. Wait for the equipment.

2、在發進井(3)內外安裝排砂泵(37b)、供水泵(36b)、控制台(38)等設備及配合之供水管(36a)、排砂管(37a)等管路系統與纜線系統。 2. Install the sand pump (37b), water supply pump (36b), console (38) and other equipment and the water supply pipe (36a) and sand discharge pipe (37a) in the inside and outside of the well (3). With cable system.

步驟六、發進口安裝擋水門 Step six, send the import to install the water gate

1、在推管前先如圖7B所示,在發進井(3)內將發進口之發進口臨時擋水蓋(39b3)移除後,立即安裝擋水門(39a)。 1. Before the pipe is pushed, as shown in Fig. 7B, the water retaining door (39a) is installed immediately after the imported temporary water retaining cover (39b3) is removed from the inlet well (3).

2、擋水門之構成則如圖5所示,由裝於水門框(39a3)內之擋水門(39a)、擋水門止水環(39a4)及發進口油壓止水總成(39c)所構成,並以水門框螺栓(39a2)配合發進口止水環(39b2),將其固定在發進口框座上;另在擋水門(39a)上設擋水門啟閉螺桿(39a1)用以開啟及關閉擋水門(39a)。 2. The structure of the water blocking door is as shown in Fig. 5. It is installed by the water gate (39a), the water gate water stop ring (39a4) and the inlet oil pressure water stop assembly (39c) installed in the water gate frame (39a3). The water gate frame bolt (39a2) is matched with the inlet water stop ring (39b2) to fix it on the hair inlet frame; and the water gate (39a) is provided with a water gate opening and closing screw (39a1) for opening. And close the water barrier (39a).

3、而發進口油壓止水總成(39c)如圖6Fa及圖6Fb所示,由油壓管線(39d)、油壓止水環(39c1)及止水刷(39c2)構成,止水刷(39c2)係環繞發進口(39b)設置,平時即用以防止推管時管壁與水門框、發進口框座間之滲水流入發進井(3)內。 3. The imported oil pressure water stop assembly (39c) is composed of a hydraulic line (39d), a hydraulic water stop ring (39c1) and a water stop brush (39c2) as shown in Fig. 6Fa and Fig. 6Fb. The brush (39c2) is arranged around the hair inlet (39b), and is used to prevent the water seepage between the pipe wall and the water door frame and the inlet frame when the pipe is pushed into the well (3).

4、當管推進時則如圖6Fb所示,由油壓管線(39d)加上油壓,使油壓止水環(39c1)膨脹以壓緊在管壁上,以加強管壁與 水門框、發進口框座間滲水之制水能力,使滲水無法流入發進井(3)內。 4. When the pipe is propelled, as shown in Fig. 6Fb, the oil pressure line (39d) is applied with oil pressure to expand the oil pressure water ring (39c1) to press on the pipe wall to strengthen the pipe wall and The water-making capacity of the water-gate frame and the water-injection between the inlet frames makes it impossible for water seepage into the well (3).

步驟七、管首段安裝定位 Step 7. Installation and positioning of the first section of the pipe

1、管首段(1)如圖7C所示,在發進井(3)內工作平台(32)之軌道上,對準發進口(39b)安裝定位。 1. The first section of the pipe (1) is mounted on the rail of the working platform (32) in the well (3) as shown in Fig. 7C, and is aligned with the inlet (39b).

步驟八、第一段濾水管吊裝定位連結 Step 8. The first section of the water filter pipe hoisting positioning link

1、濾水管(2)如圖7C所示,在發進井(3)內工作平台(32)之軌道上,以管首段(1)之管尾端T型接頭(17)用T型接頭螺栓(17b)與管首段(1)相連接。 1. The water filter pipe (2) is shown in Fig. 7C on the track of the working platform (32) in the well (3), and the T-type joint (17) at the end of the pipe (1) The joint bolt (17b) is connected to the first section (1) of the pipe.

2、如圖4所示將濾水管(2)尾端之銜接軟管(29c)與軟管法蘭接頭(29d)連接後,將尾蓋(29)以管尾蓋螺栓(29a)固定於濾水管(2)之尾端。 2. Connect the connecting hose (29c) at the end of the water filter pipe (2) to the hose flange joint (29d) as shown in Fig. 4. Fix the tail cap (29) with the tail cap bolt (29a). The end of the water filter tube (2).

3、復如圖4所示在濾水管(2)尾端安裝承壓鈑(34)後,將千斤頂(33)頂住承壓鈑(34)。然後如圖7D所示將承壓鈑(34)及千斤頂(33)後之管路連接軟式銜接管(36d),最後連接其他控制纜線完成管推進之準備作業。 3. After installing the bearing weir (34) at the end of the water filter pipe (2) as shown in Figure 4, the jack (33) is pressed against the bearing weir (34). Then, as shown in Fig. 7D, the pressure-receiving crucible (34) and the pipe behind the jack (33) are connected to the soft connecting pipe (36d), and finally the other control cables are connected to complete the preparation work of the pipe advancing.

步驟九、管首鋼刃空推進至擋水門前 Step IX, the pipe head steel blade advances to the front of the water gate

1、管首段(1)及第一段濾水管(2),進行空推進以測試並調整整個推進系統。 1. The first section (1) and the first section of the water filter (2) are air-propelled to test and adjust the entire propulsion system.

2、如圖6A所示,管首鋼刃(13)空推進至發進口(39b)。 2. As shown in Fig. 6A, the pipe head steel blade (13) is emptied to the inlet (39b).

3、如圖6B所示,管首鋼刃(13)空推進進入發進口(39b)後,再空推進至擋水門(39a)前。 3. As shown in Fig. 6B, the pipe head steel blade (13) is propelled into the inlet port (39b) and then advanced to the front of the water blocking door (39a).

步驟十、開啟擋水門讓管首鋼刃推進至發進井壁 Step 10. Open the water gate to advance the pipe head to the wall.

1、如圖6C所示,用擋水門啟閉螺桿(39a1)開啟擋水門(39a),讓管首鋼刃(13)通過。 1. As shown in Fig. 6C, the water gate (39a) is opened by the water opening and closing screw (39a1) to allow the pipe head (13) to pass.

2、管首鋼刃(13)繼續推進至靠近發進井壁(31)。 2. The pipe head (13) continues to advance to the wall (31).

3、整個推進過程如圖6Fa及圖6Fb所示,除以環繞發進口之止水刷(39c2)來防止滲水流入發進井(3)內外,同時啟動 發進口油壓止水總成(39c)之油壓,使油壓經由油壓管線(39d)加壓在油壓止水環(39c1)使其膨漲而壓在管首段外管壁上以加強發進口(39b)滲水之防止。 3. The whole propulsion process is shown in Fig. 6Fa and Fig. 6Fb, except that the water stop brush (39c2) surrounding the inlet is used to prevent water from flowing into the well (3) and start at the same time. The oil pressure of the inlet hydraulic pressure stop assembly (39c) is sent, so that the oil pressure is pressurized by the hydraulic pressure line (39d) in the hydraulic water stop ring (39c1) to be swollen and pressed against the outer tube wall of the first section of the pipe. To strengthen the prevention of water injection (39b) seepage.

4、圖5為發進口總成示意圖,圖5A為圖5之5A斷面圖、圖5B為圖5之5B斷面圖、圖5C為圖5之5C斷面圖、圖5D為圖5之5D斷面圖;圖6A至圖6E則為管首鋼刃由發進口總成推進通過發進井壁之示意圖;而圖6Fa及圖6Fb則為發進口油壓止水總成之運作示意圖。 4, FIG. 5 is a schematic diagram of the hair inlet assembly, FIG. 5A is a sectional view taken along line 5A of FIG. 5, FIG. 5B is a sectional view taken along line 5B of FIG. 5, FIG. 5C is a sectional view taken along line 5C of FIG. 5, and FIG. 5D is a sectional view of FIG. 5D sectional view; Fig. 6A to Fig. 6E are schematic diagrams of the pipe head steel blade being pushed into the well wall by the hair inlet assembly; and Fig. 6Fa and Fig. 6Fb are the operation diagrams of the inlet oil pressure water stopping assembly.

步驟十一、管首鋼刃破除發進口之低強度水泥拌粘土牆 Step 11: The steel blade of the pipe head breaks the imported low-strength cement mixed clay wall

1、如圖7E所示,啟動發進井(3)外之供水泵(36b)及排砂泵(37b)。 1. As shown in Fig. 7E, the water supply pump (36b) and the sand discharge pump (37b) which are sent outside the well (3) are started.

2、則如圖1所示,使管首段(1)之主高壓水喉(14a)及上下左右(14b、14c、14d、14e)五個高壓水喉及排砂管(16e)運作。 2. As shown in Figure 1, the main high pressure hose (14a) and the upper, lower, left and right (14b, 14c, 14d, 14e) five high pressure hoses and sand discharge pipes (16e) operate in the first section (1) of the pipe.

3、如圖6D及圖6E所示,使管首段(1)以高壓水流破除發進口(39b)之低強度水泥拌黏土(39e)牆,並以千斤頂(33)推進使管首鋼刃(13)通過發進井壁(31)。 3. As shown in Fig. 6D and Fig. 6E, the first section (1) of the pipe is used to break the low-strength cement-mixed clay (39e) wall of the inlet (39b) with a high-pressure water flow, and is advanced by the jack (33) to make the pipe head ( 13) Pass through the well wall (31).

步驟十二、管首段及第一段濾水管持續推進使管尾至水門框 Step 12. The first stage of the pipe and the first section of the water filter pipe continue to advance to make the pipe tail to the water gate frame.

1、在高壓水喉沖砂及排砂泵排砂之協同作用下,如圖7F所示,使管首段(1)及第一段濾水管(2)持續推進使管尾到達水門框(39a3)。 1. Under the synergistic effect of high pressure hose flushing and sand discharging pump, as shown in Fig. 7F, the first section of the pipe (1) and the first section of the water filter pipe (2) are continuously advanced to make the tail of the pipe reach the watergate frame ( 39a3).

步驟十三、後段濾水管吊裝定位連結 Step 13. The rear section of the water filter pipe hoisting positioning link

1、前段濾水管(2)推進完成後,解開尾蓋(29)及軟式銜接管(36d)並如圖7G所示,吊移支撐架(33a)並退移千斤頂(33)、承壓版(34)等設備。 1. After the front section of the water filter pipe (2) is completed, untie the tail cover (29) and the soft connection pipe (36d) and as shown in Fig. 7G, hoist the support frame (33a) and withdraw the jack (33). Edition (34) and other equipment.

2、再吊裝後段濾水管(2)。 2. Then hoist the rear filter water pipe (2).

3、同步驟八之1、2、3,將濾水管(2)吊裝定位連結,最後再連接其他控制纜線完成管推進之準備作業。 3. In the same step as step 1, 2, 3, the filter water pipe (2) is hoisted and positioned, and finally connected to other control cables to complete the preparation work of the pipe advancement.

步驟十四、管首段及後段濾水管持續推進使管尾至水門框 Step 14. The water supply pipe in the first and last sections of the pipe is continuously advanced to make the pipe tail to the water gate frame.

1、在高壓水喉沖沙及排砂泵排沙之協同作用下,如圖7H所示,使管首段(1)及後段濾水管(2)持續推進使至管尾到達水門框(39a3)。 1. Under the synergistic effect of high-pressure hose sand washing and sand discharging pump, as shown in Fig. 7H, the pipe first section (1) and the rear section water pipe (2) are continuously advanced to reach the water gate frame (39a3). ).

步驟十五、全部濾水管推進完成移出管內設備 Step 15. All the water filter pipes are pushed forward to complete the removal of the equipment inside the pipe.

1、全部濾水管推進完成後,如圖7I所示,解開尾蓋(29)及軟式銜接管(36d)吊移支撐架(33a)並退移千斤頂(33)、承壓版(34)等設備。 1. After the completion of all the filter water pipes is completed, as shown in Fig. 7I, the tail cover (29) and the soft connection pipe (36d) are untied and the support frame (33a) is lifted and the jack (33) and the pressure plate (34) are retracted. And other equipment.

2、如圖7J所示,移出濾水管(2)內之設備,如包括主高壓供水管(15a)、上下左右高壓供水管(28)、承座及支承滾輪(26)及管路承台(27)等之濾水管管路承座總成(25)。 2. As shown in Figure 7J, remove the equipment in the water filter (2), including the main high-pressure water supply pipe (15a), the upper and lower left and right high-pressure water supply pipes (28), the bearing and supporting rollers (26), and the pipe caps. (27) Water filter pipe bearing assembly (25).

3、如圖7J所示,移出管首段(1)內之設備,如包括管首段機械承座總成(11a)、承座及支承滾輪(11b)、管路支撐架(11c)及管路支撐台(11d)等之管首段機械總成(11)。 3. As shown in Fig. 7J, the equipment in the first section (1) of the pipe is removed, such as the mechanical cap assembly (11a) of the first section of the pipe, the bearing and supporting rollers (11b), and the pipe support frame (11c). The first stage mechanical assembly (11) of the pipe support table (11d).

4、設於管首段前段與碎石機(16c)間之排砂管擋砂閘門(16d),在推管全部完成後,當管首段機械總成(11)移出時,該排砂管擋砂閘門(16d)會降下以封閉排砂管入口(16a),使管首外之砂無法流入管內。 4. The sand-discharging sand blocking gate (16d) is arranged between the front section of the first section of the pipe and the crusher (16c). After the pipe is completed, when the pipe head mechanical assembly (11) is removed, the sand is discharged. The pipe retaining sand gate (16d) will be lowered to close the sand pipe inlet (16a) so that the sand outside the pipe head cannot flow into the pipe.

步驟十六、全部鋼內管移出 Step 16. All steel inner tubes are removed.

1、接著如圖7K所示,以轉向後之千斤頂(33)及承壓版(34)將全部鋼內管(6)移出管首段(1)及濾水管(2)之外管。 1. Next, as shown in Fig. 7K, all the inner steel tubes (6) are removed from the tube (1) and the outer tube (2) by the turned jack (33) and the pressure plate (34).

步驟十七、管首濾材安裝 Step seventeen, the first filter material installation

1、如圖7L所示,以轉向後之千斤頂將管首濾材推(19)至管首鋼刃(13)之後方,完成管首濾材之安裝,使管首外之砂無法進入管首段內。再配合濾水管(2)壁上之管壁濾水器(22),使管外砂層之滲水流入管內而達成集水之功能。 1. As shown in Fig. 7L, after the steering jack pushes the pipe head filter material (19) to the pipe head steel blade (13), the installation of the pipe head filter material is completed, so that the sand outside the pipe head cannot enter the first section of the pipe. . Then cooperate with the wall water filter (22) on the wall of the water filter pipe (2) to make the water seepage into the pipe outside the pipe to achieve the function of water collecting.

2、然後降下擋水門(39a),暫時將發進口(39b)封閉備用。 2. Then lower the water barrier (39a) and temporarily close the hair inlet (39b) for use.

步驟十八、集水井內外相關之抽水及控制設備安裝 Step 18: Installation of pumping and control equipment inside and outside the collection well

1、當發進井內之濾水管全部推管完成後,即移除發進井內所 有之推進設備、供水及排砂管路及工作平台等施工設備。 1. When all the filter pipes sent into the well are completed, they are removed into the well. There are construction equipment such as propulsion equipment, water supply and sand discharge pipelines and working platforms.

2、當發進井內之所有施工設備移除後,發進井即成為集水井,接著安裝井內外相關之抽水及控制設備後,即完成砂岸下以濾水管取水之系統。 2. When all the construction equipment sent into the well is removed, the well is the collecting well. After installing the relevant pumping and control equipment inside and outside the well, the system for taking the water from the filter water pipe is completed.

1‧‧‧管首段 1‧‧‧The first section of the tube

11‧‧‧管首段機械總成 11‧‧‧The first section of the mechanical assembly

11a‧‧‧管首段機械總成承座 11a‧‧‧The first mechanical assembly of the pipe

11b‧‧‧承座及支承滾輪 11b‧‧‧ socket and support roller

11c‧‧‧管路支撐架 11c‧‧‧Pipe support

11d‧‧‧管路支撐台 11d‧‧‧Pipe support table

12‧‧‧混凝土外管 12‧‧‧Concrete outer tube

13‧‧‧管首鋼刃 13‧‧‧Manage steel blade

13a‧‧‧鋼刃固定螺栓 13a‧‧‧Steel blade fixing bolt

14a‧‧‧主高壓水喉 14a‧‧‧Main high pressure hose

14a1‧‧‧主水喉管口擋砂蓋 14a1‧‧‧Main water pipe mouth cover

14a2‧‧‧水喉管口擋砂蓋 14a2‧‧‧Water pipe mouth cover

14a3‧‧‧主高壓水喉穿管 14a3‧‧‧Main high pressure hose through tube

14b‧‧‧上高壓水喉 14b‧‧‧Upper high pressure hose

14b3‧‧‧上高壓水喉穿管 14b3‧‧‧Upper high pressure hose

14c‧‧‧下高壓水喉 14c‧‧‧High pressure hose

14c3‧‧‧下高壓水喉穿管 14c3‧‧‧High pressure hose through tube

14d‧‧‧左高壓水喉 14d‧‧‧Left high pressure hose

14d3‧‧‧左高壓水喉穿管 14d3‧‧‧ Left high pressure hose through tube

14e‧‧‧右高壓水喉 14e‧‧‧right high pressure hose

14e3‧‧‧右高壓水喉穿管 14e3‧‧‧right high pressure hose through tube

15a‧‧‧主高壓供水管 15a‧‧‧Main high pressure water supply pipe

15b‧‧‧上高壓供水管 15b‧‧‧Upper high pressure water supply pipe

15c‧‧‧下高壓供水管 15c‧‧‧High pressure water supply pipe

15d‧‧‧左高壓供水管 15d‧‧‧Left high pressure water supply pipe

15e‧‧‧右高壓供水管 15e‧‧‧right high pressure water supply pipe

16a‧‧‧排砂管入口 16a‧‧‧Draining tube inlet

16b‧‧‧排砂管口柵欄 16b‧‧‧Drainage pipe fence

16c‧‧‧碎石機 16c‧‧‧Crusher

16c1‧‧‧碎石機馬達 16c1‧‧‧Crusher motor

16d‧‧‧排砂管擋砂閘門 16d‧‧‧Draining pipe sand blocking gate

16e‧‧‧排砂管 16e‧‧‧ sand pipe

17‧‧‧管尾端T型接頭 17‧‧‧Tail end T-joint

17a‧‧‧T型接頭栓孔 17a‧‧‧T-type connector bolt hole

17b‧‧‧T型接頭螺栓 17b‧‧‧T-type joint bolt

18a‧‧‧T型接頭止水膠圈 18a‧‧‧T-joint waterstop apron

18b‧‧‧內外管止水膠圈 18b‧‧‧Inner and outer tube sealing aprons

19‧‧‧管首濾材 19‧‧‧ pipe head filter

2‧‧‧濾水管 2‧‧‧Water pipe

21‧‧‧混凝土外管 21‧‧‧Concrete outer tube

22‧‧‧管壁濾水器 22‧‧‧ pipe wall water filter

22a‧‧‧濾水器框架 22a‧‧‧Water filter frame

22b‧‧‧粗濾材 22b‧‧‧ coarse filter

22c‧‧‧中濾材 22c‧‧‧ medium filter

22d‧‧‧細濾材 22d‧‧‧fine filter

23‧‧‧混凝土 23‧‧‧ concrete

24‧‧‧鋼筋 24‧‧ ‧ steel bars

25‧‧‧濾水管管路承座總成 25‧‧‧Water filter pipe bearing assembly

26‧‧‧承座及支承滾輪 26‧‧‧Seat and support rollers

27‧‧‧管路承台 27‧‧‧Pipe cap

28‧‧‧上下左右高壓供水管 28‧‧‧Up and down high pressure water supply pipe

29‧‧‧尾蓋 29‧‧‧Tail cover

29a‧‧‧管尾蓋螺栓 29a‧‧‧Tail cap bolts

29b‧‧‧管尾蓋螺栓孔 29b‧‧‧Tail cap bolt hole

29c‧‧‧銜接軟管 29c‧‧‧Connecting hose

29d‧‧‧軟管法蘭接頭 29d‧‧‧Hose flange joint

3‧‧‧發進井 3‧‧‧Send into the well

31‧‧‧發進井壁 31‧‧‧Send into the wall

32‧‧‧工作平台 32‧‧‧Working platform

33‧‧‧千斤頂 33‧‧‧ jacks

33a‧‧‧支撐架 33a‧‧‧Support frame

34‧‧‧承壓鈑 34‧‧‧ Under pressure

34a‧‧‧襯墊 34a‧‧‧ cushion

35‧‧‧反力座 35‧‧‧Reaction seat

36a‧‧‧供水管 36a‧‧‧Water supply pipe

36b‧‧‧供水泵 36b‧‧‧Water supply pump

36c‧‧‧供水池 36c‧‧ ́s water supply

36d‧‧‧軟式銜接管 36d‧‧‧Soft connection tube

37a‧‧‧排砂管 37a‧‧‧ sand pipe

37b‧‧‧排砂泵 37b‧‧‧ sand pump

37c‧‧‧沉砂池 37c‧‧‧Grit chamber

38‧‧‧控制台 38‧‧‧ console

39‧‧‧發進口總成 39‧‧‧Imported import assembly

39a‧‧‧擋水門 39a‧‧‧Water Gate

39a1‧‧‧擋水門啟閉螺桿 39a1‧‧‧Water gate opening and closing screw

39a2‧‧‧水門框螺栓 39a2‧‧‧Watergate bolts

39a3‧‧‧水門框 39a3‧‧‧Watergate

39a4‧‧‧擋水門止水環 39a4‧‧‧Water gate water stop ring

39b‧‧‧發進口 39b‧‧‧Imported

39b1‧‧‧發進口框座加強筋 39b1‧‧‧Imported frame ribs

39b2‧‧‧發進口止水環 39b2‧‧‧Imported water ring

39b3‧‧‧發進口臨時擋水蓋 39b3‧‧‧Imported temporary water retaining cover

39c‧‧‧發進口油壓止水總成 39c‧‧‧Imported oil pressure water stop assembly

39c1‧‧‧油壓止水環 39c1‧‧‧Hydraulic water stop ring

39c2‧‧‧止水刷 39c2‧‧‧ water stop brush

39d‧‧‧油壓管線 39d‧‧‧Hydraulic pipeline

39e‧‧‧低強度水泥拌黏土 39e‧‧‧Low strength cement mixed clay

4‧‧‧水面線 4‧‧‧ water line

5‧‧‧砂岸 5‧‧‧ sand shore

6‧‧‧鋼內管 6‧‧‧Steel inner tube

圖1:管首段配置示意圖 Figure 1: Schematic diagram of the first section of the pipe

圖1A:管首段1A斷面圖 Figure 1A: Section 1A of the first section of the pipe

圖1B:管首段1B斷面圖 Figure 1B: Section 1B of the first section of the pipe

圖1C:管首段1C斷面圖 Figure 1C: Section 1C of the first section of the pipe

圖1D:管首段1D斷面圖 Figure 1D: 1D section of the first section of the tube

圖2:管首段組合圖 Figure 2: Combination of the first section of the tube

圖2A:管首段組合2A斷面圖 Figure 2A: Section 2A of the first section of the tube

圖2B:管首段組合2B斷面圖 Figure 2B: Section 2B of the first section of the tube

圖2C:管首段組合2C斷面圖 Figure 2C: Section 2C section of the first section of the tube

圖2D:管首段組合2D斷面圖 Figure 2D: 2D section of the first section of the tube

圖2E:管首段組合2E斷面圖 Figure 2E: Section 2E of the first section of the tube

圖2F:管首段組合2F斷面圖 Figure 2F: Section 2F of the first section of the tube

圖2G:管首段組合2G斷面圖 Figure 2G: Section 2G section of the first section of the tube

圖2H:管首段組合2H斷面圖 Figure 2H: Section 2H of the first section of the tube

圖3:濾水管示意圖 Figure 3: Schematic diagram of the water filter

圖3A:濾水管3A斷面圖 Figure 3A: Sectional view of the water filter 3A

圖3B:濾水管3B斷面圖 Figure 3B: Section 3 of the water filter pipe 3B

圖3C:濾水管3C斷面圖 Figure 3C: Section 3 of the water filter pipe

圖3D:濾水管3D斷面圖 Figure 3D: 3D cross-section of the water filter

圖3E:管壁濾水器示意圖 Figure 3E: Schematic diagram of the wall water filter

圖4:濾水管組合圖 Figure 4: Water filter combination diagram

圖4A:濾水管組合4A斷面圖 Figure 4A: Sectional view of the water filter assembly 4A

圖4B:濾水管組合4B斷面圖 Figure 4B: Sectional view of the water filter assembly 4B

圖4C:濾水管組合4C斷面圖 Figure 4C: Section 4C of the water filter assembly

圖4D:濾水管組合4D斷面圖 Figure 4D: 4D cross-section of the water filter assembly

圖5:發進口總成示意圖 Figure 5: Schematic diagram of the hair inlet assembly

圖5A:發進口總成5A斷面圖 Figure 5A: Section 5A of the inlet assembly

圖5B:發進口總成5B斷面圖 Figure 5B: Section 5B of the inlet assembly

圖5C:發進口總成5C斷面圖 Figure 5C: Section 5C of the inlet assembly

圖5D:發進口總成5D斷面圖 Figure 5D: 5D cross-section of the inlet assembly

圖6A:管首鋼刃在發進口總成前示意圖 Figure 6A: Schematic diagram of the pipe head before the hair inlet assembly

圖6B:管首鋼刃推進至擋水門前示意圖 Figure 6B: Schematic diagram of the front of the pipe leading to the water gate

圖6C:管首鋼刃推進通過擋水門示意圖 Figure 6C: Schematic diagram of the pipe leading the steel blade through the water stop

圖6D:管首鋼刃推進入水泥拌黏土區示意圖 Figure 6D: Schematic diagram of the steel blade leading into the cement mixing clay area

圖6E:管首鋼刃通過發進井壁示意圖 Figure 6E: Schematic diagram of the pipe head passing through the wall

圖6Fa:發進口油壓止水總成示意圖a Figure 6Fa: Schematic diagram of the imported oil pressure water stop assembly a

圖6Fb:發進口油壓止水總成示意圖b Figure 6Fb: Schematic diagram of the imported oil pressure water stop assembly b

圖7A:濾水管推進前施工設施布置示意圖 Figure 7A: Schematic diagram of the layout of the construction facilities before the filter water pipe is advanced

圖7B:濾水管推進前安裝發進口示意圖 Figure 7B: Schematic diagram of the installation and import of the filter water pipe before propulsion

圖7C:濾水管推進前安裝管首部及濾水管示意圖 Figure 7C: Schematic diagram of the installation pipe head and the water filter pipe before the filter water pipe is propelled

圖7D:濾水管推進前安裝管路等示意圖 Figure 7D: Schematic diagram of the installation pipe before the filter water pipe is propelled

圖7E:濾水管推進入發進井壁示意圖 Figure 7E: Schematic diagram of the filter water pipe pushing into the well wall

圖7F:濾水管推進入砂層示意圖 Figure 7F: Schematic diagram of the filter water pipe pushing into the sand layer

圖7G:後續段濾水管接管示意圖 Figure 7G: Schematic diagram of the subsequent section of the water pipe

圖7H:後續段濾水管推管示意圖 Figure 7H: Schematic diagram of the subsequent section of the water pump

圖7I:推管完成後移除支撐架等設備示意圖 Figure 7I: Schematic diagram of removing the support frame after the push tube is completed

圖7J:推管完成後移除鋼內管機械總成及管路設備示意圖 Figure 7J: Schematic diagram of mechanical assembly and piping equipment for removing steel inner tube after completion of push pipe

圖7K:推管完成後拉出並吊移鋼內管示意圖 Figure 7K: Schematic diagram of pulling out and hoisting the steel inner tube after the push tube is completed

圖7L:推管完成後管首段安裝管首濾材示意圖 Figure 7L: Schematic diagram of the first filter material installed in the first section of the pipe after completion of the push pipe

圖8:濾水管推進施工作業流程圖 Figure 8: Flow chart of the water pump propulsion construction operation

1‧‧‧管首段 1‧‧‧The first section of the tube

2‧‧‧濾水管 2‧‧‧Water pipe

29‧‧‧尾蓋 29‧‧‧Tail cover

31‧‧‧發進井壁 31‧‧‧Send into the wall

32‧‧‧工作平台 32‧‧‧Working platform

33‧‧‧千斤頂 33‧‧‧ jacks

33a‧‧‧支撐架 33a‧‧‧Support frame

34‧‧‧承壓鈑 34‧‧‧ Under pressure

35‧‧‧反力座 35‧‧‧Reaction seat

36a‧‧‧供水管 36a‧‧‧Water supply pipe

36b‧‧‧供水泵 36b‧‧‧Water supply pump

36c‧‧‧供水池 36c‧‧ ́s water supply

36d‧‧‧軟式銜接管 36d‧‧‧Soft connection tube

37a‧‧‧排砂管 37a‧‧‧ sand pipe

37b‧‧‧排砂泵 37b‧‧‧ sand pump

37c‧‧‧沉砂池 37c‧‧‧Grit chamber

38‧‧‧控制台 38‧‧‧ console

39a‧‧‧擋水門 39a‧‧‧Water Gate

4‧‧‧水面線 4‧‧‧ water line

5‧‧‧砂岸 5‧‧‧ sand shore

6‧‧‧鋼內管 6‧‧‧Steel inner tube

Claims (1)

一種在砂岸下橫向推濾水管之取水工法,其特徵為:將具有抽排砂功能之管首段(1),與具濾水器(22)可透水之濾水管(2)以鋼內管(6)結合(用鋼內管來防外管之滲水),然後以抽排砂推管之方式,將內、外管同時由發進井壁上,設有發進口油壓止水總成(39c)可止水之發進口總成(39)內,逐段通過井壁推進入砂層內,在推管作業完成後,再將管首段之機械設備及濾水管之鋼內管(含管路等設備)等由外管拉出後,在管首段外管內安裝管首濾材(19),則完成砂岸下該支濾水管之施工之特殊工法。 A water-removing method for pushing a filter water pipe laterally under a sand bank, characterized in that: a pipe first section (1) having a pumping and discharging function, and a water-permeable filter water pipe (2) having a water filter (22) in a steel The pipe (6) is combined (using the steel inner pipe to prevent the water seepage of the outer pipe), and then the inner and outer pipes are simultaneously sent into the well wall by means of pumping the sand, and the inlet oil pressure is stopped. Cheng (39c) can be used to stop the water in the inlet assembly (39), and push into the sand layer through the well wall one by one. After the pipe pushing operation is completed, the mechanical equipment of the first section of the pipe and the steel inner pipe of the filter pipe ( After the pipe is pulled out by the outer pipe, the pipe head filter material (19) is installed in the outer pipe of the first pipe section, and the special construction method of the pipe water pipe under the sand bank is completed.
TW99138274A 2010-11-08 2010-11-08 Seepage-pipe pushing method at sand bank TWI410553B (en)

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Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
TW99138274A TWI410553B (en) 2010-11-08 2010-11-08 Seepage-pipe pushing method at sand bank

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TWI410553B true TWI410553B (en) 2013-10-01

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI577856B (en) * 2014-01-24 2017-04-11 林向榮 Under sand layer seepage-pipe double stoppers jetting and sinking taking water method and equipments and equipments manufactured method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI804344B (en) * 2022-06-14 2023-06-01 鼎興開發貿易股份有限公司 moisture collector

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TW432151B (en) * 1998-06-25 2001-05-01 Kurimoto Ltd Propulsion process and union joint used in the process
TW482842B (en) * 2000-08-02 2002-04-11 Seiko Kogyo K K Underground water pumping device
TW518383B (en) * 2002-04-02 2003-01-21 Guei-Yu Jang High performance water-collecting pipe

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TW432151B (en) * 1998-06-25 2001-05-01 Kurimoto Ltd Propulsion process and union joint used in the process
TW482842B (en) * 2000-08-02 2002-04-11 Seiko Kogyo K K Underground water pumping device
TW518383B (en) * 2002-04-02 2003-01-21 Guei-Yu Jang High performance water-collecting pipe

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI577856B (en) * 2014-01-24 2017-04-11 林向榮 Under sand layer seepage-pipe double stoppers jetting and sinking taking water method and equipments and equipments manufactured method

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