TWI577856B - Under sand layer seepage-pipe double stoppers jetting and sinking taking water method and equipments and equipments manufactured method - Google Patents

Under sand layer seepage-pipe double stoppers jetting and sinking taking water method and equipments and equipments manufactured method Download PDF

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TWI577856B
TWI577856B TW103102585A TW103102585A TWI577856B TW I577856 B TWI577856 B TW I577856B TW 103102585 A TW103102585 A TW 103102585A TW 103102585 A TW103102585 A TW 103102585A TW I577856 B TWI577856 B TW I577856B
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water
pipe
sand
filter
well
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TW201529935A (en
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林向榮
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沙層濾水管雙塞噴沉取水工法及其設備與設備之製造方法 Sand layer water filter double plug squirting water taking method and manufacturing method thereof

本發明所屬之技術領域:本發明是一種在沙岸之沙層以雙塞噴水頭噴水沉埋濾水管來取水之工法及其設備與設備之製造方法,其特別係將具有噴水功能之雙塞噴水頭(設備)置入濾水管內,然後將雙塞噴水頭加壓以啟動該噴水頭兩端之管塞,使兩管塞間之噴水段形成高壓水區,該區之高壓水則由該段濾水管下部側面及管底之濾水孔噴出,使該段管下部側面及管底之沙層形成管湧而喪失側面摩擦力及底部支撐力,可使該段管因重力而下沉。如此逐段噴水使整支濾水管各段全部沿集水井(設備)之濾水管導槽下沉至同一深度後,再重覆前述之噴沉作業使整支濾水管全部下沉至所需之深度來完成該濾水管之施工。最後在集水井內外安裝相關之抽水及控制設備後,即可完成在沙岸下以濾水管取水之工程,來供民生、灌溉或養殖等使用。 The technical field to which the present invention pertains: the present invention is a method for manufacturing water in a sand layer of a sand bank with a double plug nozzle, and a method for manufacturing the equipment and equipment thereof, in particular, a double plug with a water spray function The water spray head (equipment) is placed in the water filter pipe, and then the double plug water jet head is pressurized to start the pipe plug at both ends of the water spray head, so that the water spray section between the two pipe plugs forms a high pressure water zone, and the high pressure water in the zone is The lower side of the filter water pipe and the water filtering hole at the bottom of the pipe are sprayed, so that the lower side of the pipe and the sand layer at the bottom of the pipe form a piping and lose the side friction force and the bottom supporting force, so that the pipe can sink due to gravity. In this way, the water is sprayed one by one to make all the sections of the whole filter water pipe sink to the same depth along the water conduit guide groove of the collecting well (equipment), and then repeat the above-mentioned spray-spraying operation to completely sink the whole filter water pipe to the required one. Depth to complete the construction of the water filter. Finally, after installing the relevant pumping and control equipment inside and outside the collection well, the project of taking water from the filter water pipe under the sand bank can be completed for people's livelihood, irrigation or aquaculture.

本發明相關之先前技術:傳統之沙岸下沙層取水工法,通常係在沙岸垂直鑽井取水、岸邊由集水井打設橫管取水、離岸設取水工再由管路引水至岸上或在沙岸邊挖溝埋橫管取水。 The prior art related to the present invention: the conventional method for taking water from the sand layer under the sand bank is usually taken by vertical drilling on the sand bank, by the horizontal pipe to collect water from the collecting well, and by the offshore to obtain the water and then diverting water from the pipeline to the shore or Dig trenches and bury horizontal pipes to collect water.

若採在沙岸垂直鑽井取水,由於井位不能太靠近沙岸之水邊以避免沖蝕,且受取水層深度、含水層厚度及集水範圍受地下水位自由水錐面補充緩慢之限制致取水量不大。若採由集水井打設橫管取水,由於在沙層內打設橫向管,因沙層受震動會更緊密致橫向管之貫入深度不深而使其取水量有限。若採離岸設取水工再由管路引水至岸上,除工程費非常鉅大外,因係 在離岸設取水工(使用取水頭或取水沉箱)引水,取水工及引水管路常因季候風及颱風之風浪侵襲岸邊而損壞。若採在岸邊挖溝埋橫管取水,因在水邊挖溝至水位面時溝壁會坍塌,只能用鋼鈑樁保護溝壁,但因施工時滲水難以遏止,故橫管埋設深度只能在水位面附近,因此只能淺層埋管但又受潮水位影響致取水量不大且取水時間受漲退潮影響,又因集水管埋設深度為淺層其覆蓋層不足,易受風浪沖蝕而損毀取水管路。 If the vertical drilling and water intake is taken on the sand bank, the well position should not be too close to the water edge of the sand bank to avoid erosion, and the depth of the abstract water layer, the thickness of the aquifer and the water collection range are limited by the slow filling of the free water cone surface of the groundwater level. The amount of water taken is not large. If the horizontal pipe is used to collect water from the collecting well, the horizontal pipe will be installed in the sand layer, because the sand layer will be more closely subjected to vibration, and the penetration depth of the horizontal pipe will not be deep, so that the water intake is limited. If the offshore waterworks are taken from the shore and then the water is diverted from the pipeline to the shore, the engineering cost is very large. Water is set off from the shore (using a water intake or a water caisson) to divert water. The water and water intake pipes are often damaged by the monsoon and typhoon winds and waves invading the shore. If the trench is buried in the bank and the horizontal pipe is used to take water, the trench wall will collapse when the trench is dug to the water level. Only the steel pile can protect the trench wall. However, the water seepage is difficult to stop during construction, so the horizontal pipe is buried deep. It can only be in the vicinity of the water level, so it can only be buried in the shallow layer but affected by the tidal water level. The water intake is not large and the water intake time is affected by the rising and falling tide. The depth of the water collecting pipe is shallow and its cover is insufficient, which is vulnerable to wind and waves. Corrosion damages the water intake pipe.

本發明之內容:一種在沙岸邊沙層以雙塞噴水頭噴水沉埋濾水管之取水工法及其設備與設備之製造方法,如第1圖及第5圖所示係為將具有噴水功能之設備的雙塞噴水頭(1)置入濾水管(7)內,然後將雙塞噴水頭加壓以啟動該噴水頭兩端之管塞(11),使兩管塞段間之噴水段(12)形成高壓水區,該區之高壓噴流(13c)則由該段濾水管下部側面及管底之濾水孔(73)噴出,使該段管下部側面及管底之砂層形成管湧而喪失側面摩擦力及底部支撐力,可使該段濾水管因重力而下沉。如此將整支濾水管逐段加壓形成管塞後,由濾水管下部側面及管底噴水使各段濾水管沿集水設備之集水井的濾水管導槽(20)下沉至同一深度,然後再重覆前述之噴沉作業使整支濾水管全部下沉至所需之深度。復在集水井內裝妥配合之抽水及控制設備後即完成沙岸下以濾水管取水之工程。 The invention has the following advantages: a water-removing method for spraying a water filter pipe with a double plug nozzle in a sand layer on the sand bank, and a device and a device manufacturing method thereof, as shown in Fig. 1 and Fig. 5, which have a water spray function The double plug water jet head (1) of the device is placed in the water filter pipe (7), and then the double plug water jet head is pressurized to start the pipe plug (11) at both ends of the water jet head, so that the water spray section between the two pipe plug sections (12) forming a high-pressure water zone, wherein the high-pressure jet (13c) of the zone is ejected from the lower side of the filter water pipe and the water filtering hole (73) at the bottom of the pipe, so that the lower side of the pipe and the sand layer at the bottom of the pipe form a pipe. Loss of side friction and bottom support force can cause the filter tube to sink due to gravity. After the whole filter water pipe is pressurized step by step to form a pipe plug, water is sprayed from the lower side of the water filter pipe and the bottom of the pipe to cause the water filter pipes of each section to sink to the same depth along the water filter pipe guide groove (20) of the water collecting well of the water collecting device. Then repeat the aforementioned sinking operation to completely sink the entire filter water pipe to the required depth. After the pumping and control equipment is installed in the collection well, the project to take water from the filter pipe under the sand bank is completed.

傳統之沙岸邊沙層取水工法,通常係在沙岸上垂直鑽井、由集水井打設橫管、離岸設取水工再由管路引水至岸上或在沙岸邊挖溝埋橫管等方式取水。在沙岸上垂直鑽井取水,因受取水層深度、含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;本發明係為在沙層下以橫向濾水管在含水沙層內取水,故取水量未有垂直鑽井自由水錐面補充緩慢之效應,故橫向濾水管之取水量可由含水沙層源源不絕地提供。 The traditional method of taking water from the sand layer on the shore of the sand is usually vertical drilling on the sand bank, horizontal pipe installation from the collecting well, water supply from the offshore, water diversion from the pipeline to the shore, or trenching and horizontal crossing on the sand bank. Take water. Vertically drilling water on the sand bank, the water intake is limited due to the depth of the taken water layer, the thickness of the aquifer and the catchment range being limited by the slow filling of the free water cone surface of the groundwater; the present invention is a horizontal water filter pipe under the sand layer in the water Water is taken in the sand layer, so the water intake does not have the effect of slow filling of the vertical water taper surface. Therefore, the water intake of the horizontal filter water pipe can be provided by the source of the water-bearing sand layer.

若採由集水井打設橫管取水,由於在沙層內打設橫向管,因沙層受震動會更緊密致橫向管之貫入深度不深而使其取水量有限甚至於有時無法施工; 本發明係為在沙岸邊橫置濾水管,然後將雙塞噴水頭置入濾水管內,以噴沉之方式逐段逐深度將濾水管沉埋至水位面下適當深度,故濾水管周圍之沙層不會緊密,且濾水管長度只受限於沙岸寬度及沉埋後水下保護沙層之厚度,故濾水管之取水量幾乎不受限制。 If the horizontal pipe is used for collecting water from the collecting well, the horizontal pipe will be installed in the sand layer, because the sand layer will be more closely subjected to vibration, and the penetration depth of the horizontal pipe will not be deep, so that the water intake is limited or sometimes impossible to construct; The invention is characterized in that the filter water pipe is horizontally placed on the sand bank, and then the double plug water spray head is placed in the water filter pipe, and the water filter pipe is buried to the depth below the water level surface by depth by way of spray and sink, so the filter water pipe is surrounded. The sand layer is not tight, and the length of the water filter pipe is limited only by the width of the sand bank and the thickness of the underwater protective sand layer after the sinking. Therefore, the water intake of the water filter pipe is almost unlimited.

若採離岸設取水工再由管路引水至岸上,除工程費鉅大外因係在離岸設取水工(使用取水頭或取水沉箱),並由沙岸以突堤埋設引水管路至岸上,常因季候風及颱風之風浪侵襲岸邊而損壞;本發明係直接在沙岸岸邊沙層下以橫向濾水管取水,濾水管受沙岸下沙層之保護,只要濾水管沉埋之深度足夠則不受季候風及颱風之風浪侵襲岸邊而損壞,因此在季候風及颱風期間仍能安全地供水。 If the offshore waterworks are taken from the shore and then the water is diverted from the pipeline to the shore, in addition to the huge engineering cost, the waterworks are set off from the shore (using the water intake or water caisson), and the water diversion channel is buried by the sandbank to the shore. The monsoon and typhoon winds and waves invade the shore and are damaged; the invention directly takes water from the lateral filter water pipe under the sand layer on the shore of the sand bank, and the filter water pipe is protected by the sand layer under the sand bank, as long as the depth of the water filter pipe is sufficient It is not damaged by the monsoon and typhoon winds and waves, so it can be safely supplied during monsoon and typhoon.

若採在岸邊挖溝埋橫管取水,因在沙岸水邊挖溝當溝深至水位面時溝壁會坍塌,故橫管埋設深度只能在水位面附近因此取水量不大,且易受風浪沖蝕而損毀取水管路;本發明係在沙岸邊沙層下以噴水來沉埋濾水管橫向濾水管,其沉埋之深度可視需要之深度噴沉且施工時並不受潮水位影響,因此取水量幾乎不受限制,而完成後濾水管係受水位面下沙層之保護,只要濾水管沉埋之深度足夠則不受季候風及颱風之風浪侵襲岸邊而損壞。 If the trench is buried in the bank and the horizontal pipe is used for water extraction, the trench wall will collapse when the trench is deep to the water level when the trench is digging in the water. Therefore, the horizontal pipe can only be buried near the water level, so the water intake is not large, and It is easy to be damaged by wind and waves and damages the water intake pipeline; the invention is to bury the filter water pipe lateral filter water pipe under the sand layer on the sand bank, and the depth of the buried water can be sprayed at a depth as needed and is not affected by the tidal level during construction. Influence, so the water intake is almost unlimited, and after completion, the water filter pipe is protected by the sand layer under the water level surface. As long as the depth of the water filter pipe is sufficient, it is not damaged by the monsoon and typhoon wind waves.

本發明是一種在沙岸邊沙層以雙塞噴水頭噴水沉埋濾水管之取水工法及其設備,在濾水管噴沉埋設完成後利用沙岸下沙層水量豐富之補注能力,配合在集水井內外安裝相關之抽水及控制設備後,即可提供在沙岸下以濾水管取水來解決前述之課題以供民生、灌溉或養殖等使用。 The invention relates to a water-removing method and a device for spraying and filtering a water filter pipe by using a double-spraying water jet in a sand layer on the sand bank side, and using the water-filling capacity of the sand layer under the sand bank after the water tank sprayed and buried is completed, and is matched with the water collecting well After installing the relevant pumping and control equipment inside and outside, it is possible to provide water in the filter water pipe under the sand bank to solve the aforementioned problems for people's livelihood, irrigation or aquaculture.

解決之手段係如第1圖所示,可在沙岸邊依所需要之口徑、深度及長度朝向水邊鋪設橫向濾水管(7)使其置入集水井(2)之濾水管導槽(20)內,然後將具有噴水功能之雙塞噴水頭(1)置入濾水管內;接著如第5圖所示,將雙塞噴水頭加壓以啟動該噴水頭兩端之管塞(11),使兩管塞間之噴水段(12)形成高壓水區,該區之鋼筒外高壓水(13e)由於上方被噴水段上部橡膠膜(12a)遮蔽,致高壓噴流(13c)由該段濾水管下部側面及管底之濾水孔(73)噴出,使該段管下部側面及管底之沙層形成管湧而喪失側面摩擦力及底部支撐力,可 使該段濾水管如第1圖所示因重力而下沉,然後讓噴水頭解壓後移動約一半噴水段之長度後繼續進行噴沉作業。如此將整支濾水管逐段加壓形成管塞後,使向濾水管底噴水使各段濾水管沿集水井之濾水管導槽下沉至同一層深度;再重覆前述之噴沉作業使整支濾水管逐層全部下沉至所需之深度而完成該濾水管之噴沉施工。然後配合集水井內外相關之抽水及控制設備後,則完成沙岸下以本工法取水之工程。 The solution is as shown in Fig. 1. The horizontal water filter pipe (7) can be placed on the sand bank according to the required diameter, depth and length to be placed in the water filter channel of the collecting well (2). 20), then put the double plug water jet head (1) with water spray function into the water filter pipe; then, as shown in Fig. 5, pressurize the double plug water jet head to start the pipe plug at both ends of the water spray head (11) ), the water spray section (12) between the two pipe plugs forms a high-pressure water zone, and the high-pressure water (13e) outside the steel cylinder of the zone is shielded by the upper rubber film (12a) of the spray zone, and the high-pressure jet (13c) is The lower side of the section of the filter water pipe and the water filter hole (73) at the bottom of the pipe are sprayed, so that the lower side of the pipe and the sand layer at the bottom of the pipe form a pipe and lose side friction and bottom support force. The water filter pipe is allowed to sink by gravity as shown in Fig. 1, and then the spray head is decompressed and moved to a length of about half of the water spray section to continue the spray operation. After the whole filter water pipe is pressurized step by step to form a pipe plug, the water is sprayed to the bottom of the water filter pipe to cause the water filter pipes of each section to sink to the same layer depth along the water filter pipe guide groove of the water collecting well; The entire filter water pipe is completely lowered to the required depth layer by layer to complete the spray pipe construction of the water filter pipe. Then, after matching the pumping and control equipment inside and outside the collecting well, the project of taking water by the local method under the sand bank is completed.

本發明之工法如第1圖、第4圖、第5圖及第5A圖至第5C圖所示,將設備雙塞噴水頭置入濾水管後以高壓水在濾水管內於噴水頭兩端形成管塞(11),讓兩管塞間之噴水頭即噴水段(12)形成高壓水區,並讓該段上半部側面及頂部之噴水段上部橡膠膜(12a)膨脹,形成遮蔽阻擋該段鋼筒內之水由兩端及上方外流,而使鋼筒內高壓水(13d)及鋼筒外高壓水(13e)所形成之高壓噴流(13c),只能由該段濾水管下部側面及管底之濾水孔(73)噴出,使該段濾水管下部側面及管底之沙層形成管湧而下沉,然後將整支濾水管逐段加壓形成管塞後,使向濾水管底噴水使各段濾水管下沉至同一層深度;重覆前述之噴沉作業使整支濾水管沿集水井之濾水管導槽逐層全部下沉至所需之深度以達到逐段逐層深度噴沉濾水管之工作。 The working method of the present invention is as shown in FIG. 1 , FIG. 4 , FIG. 5 and FIG. 5A to FIG. 5C , and the double plug nozzle of the device is placed in the water filter pipe, and the high pressure water is placed in the water filter pipe at both ends of the water spray head. Forming a pipe plug (11), so that the water spray head (12) between the two pipe plugs forms a high-pressure water zone, and the upper rubber film (12a) of the water spray section on the side and top of the upper section is expanded to form a shadow block. The water in the steel cylinder is flowed from both ends and above, so that the high pressure water (13d) formed by the high pressure water (13d) in the steel cylinder and the high pressure water (13e) outside the steel cylinder can only be used in the lower part of the water conduit. The water filtering hole (73) on the side and the bottom of the pipe is sprayed, so that the lower side of the filter pipe and the sand layer at the bottom of the pipe form a pipe and sink, and then the whole filter pipe is pressurized step by step to form a pipe plug, and then the filter is filtered. The water spray at the bottom of the water pipe causes the water pipes of each section to sink to the same depth; repeating the above-mentioned spray-spreading operation causes the whole filter water pipe to sink down to the required depth along the guide pipe of the water collecting well to achieve the step by step. Layer depth spray water filter works.

本發明之設備集水井(2)如第6圖及第6A圖至第6G圖所示,設有濾水管導槽(20)、擋沙鋼箱(22)及擋沙板總成(21),其成效分述如下:濾水管導槽能使濾水管在噴沉之過程中在該導槽內配合沉降深度而引導濾水管頭端垂直下沉,當濾水管噴沉至所需深度時將濾水管頭端周圍與集水井間之空隙密封即完成井與管之接合作業。 The water collecting well (2) of the device of the present invention is provided with a water conduit guiding groove (20), a sand blocking steel box (22) and a sand blocking plate assembly (21) as shown in Fig. 6 and Figs. 6A to 6G. The results are as follows: the water conduit guide groove enables the filter water pipe to cooperate with the settling depth in the guide groove during the process of spraying to guide the vertical end of the filter water pipe, and the filter water pipe will be filtered when it is sprayed to the required depth. The gap between the head end of the water pipe and the collecting well is sealed to complete the joint work between the well and the pipe.

擋沙鋼箱係於集水井廠鑄時配合安裝,使集水井段不因設濾水管導槽而形成不完全之圓形結構:而擋沙鋼箱與擋沙板總成用以暫時封閉濾水管導槽所形成之開口,以利集水井下沉時使沙不會進入集水井內,並於噴沉時可以拆裝擋沙鋼箱使濾水管頭端在濾水管導槽內沉降並阻擋沙進入集水井內。 The sand-blocking steel box is installed in conjunction with the water collecting well factory, so that the collecting water section does not form an incomplete circular structure due to the filter water guiding channel: the sand blocking steel box and the sand blocking board assembly are used to temporarily close the water filter guide. The opening formed by the trough is to prevent the sand from entering the collecting well when the collecting well sinks, and the sand blocking steel box can be disassembled during the spraying to make the head end of the filtering water pipe settle in the guiding channel of the filtering water pipe and block the sand from entering the set. Inside the well.

擋沙板總成如第6H圖及第6I圖所示,係在濾水管沉降前先將濾水管頭端裝 入環濾水管擋沙片板(21b)並安裝擋沙片板吊架(21h),當濾水管沉降時亦配合沉降深度配合加裝擋沙片板(21a),以上係配合擋沙鋼箱在濾水管沉降時使井外沙不進入集水井內,當整支濾水管全部噴沉完成後,在擋沙鋼箱拆除而進行濾水管導槽紮鋼筋及澆置混凝土時,用以阻擋沙使不進入集水井內,當整座集水井完成濾水管導槽封塞作業完成後才吊除不再使用之擋沙片板。 As shown in Figures 6H and 6I, the sand board assembly is installed with the head of the water filter pipe before the settling pipe is settling. The ring-shaped filter water retaining sand plate (21b) is installed and the sand-proof plate hanger (21h) is installed. When the filter water pipe is set, the sand-retaining plate (21a) is also matched with the settlement depth. The above is matched with the sand-blocking steel box. When the water filter pipe is set, the sand outside the well does not enter the collecting well. When the whole filter water pipe is completely sprayed, the sand pipe is removed and the filter water pipe is used to guide the steel bar and the concrete is poured to block the sand. After entering the collecting well, the sand blocking plate that is no longer used is hoisted after the whole collecting well has completed the sealing operation of the filter water channel guide groove.

綜上所述,雙塞噴水頭之運用於噴沉作業,及配合集水井之濾水管導槽與擋沙鋼箱、擋沙板總成之配合運用於擋沙,其綜合運用之成效才使濾水管之噴沉作業得以順利完成。 In summary, the double plug nozzle is used for the spray-sinking operation, and the filter water guide channel of the water collecting well is used in conjunction with the sand-shielding steel box and the sand-blocking plate assembly to block the sand. The water pipe sinking operation was successfully completed.

1‧‧‧雙塞噴水頭(簡稱噴水頭) 1‧‧‧Double jet head (referred to as sprinkler head)

11‧‧‧管塞 11‧‧‧ Pipe plug

11a‧‧‧管塞橡膠膜 11a‧‧‧tube rubber film

11b‧‧‧橡膠膜固定鈑 11b‧‧‧Rubber film fixing structure

11c‧‧‧螺栓墊圈及螺帽 11c‧‧‧Bolt washers and nuts

11d‧‧‧間隔鈑 11d‧‧‧ interval test

11e‧‧‧後支輪 11e‧‧‧ rear supporter

11f‧‧‧後支輪固定環鈑 11f‧‧‧ Rear support ring

11g‧‧‧高壓水管 11g‧‧‧High pressure water pipe

11h‧‧‧高壓水管接頭(簡稱水管接頭) 11h‧‧‧High pressure water pipe joint (referred to as water pipe joint)

11i‧‧‧管塞隔鈑 11i‧‧‧tube plug isolation

11j‧‧‧水管接頭加勁鈑 11j‧‧‧Water pipe joints 加

11k‧‧‧管塞端鈑 11k‧‧‧ pipe plug end

12‧‧‧噴水段 12‧‧‧Spray section

12a‧‧‧噴水段上部橡膠膜 12a‧‧‧Upper rubber film in the spray section

12b‧‧‧噴水段上部開孔圓鋼筒 12b‧‧‧The upper opening round steel cylinder of the spray section

12c‧‧‧圓鋼筒加勁鈑 12c‧‧‧ Round steel cylinder stiffener钣

12d‧‧‧鋼筒通水孔 12d‧‧‧ steel tube water hole

12e‧‧‧前支輪 12e‧‧‧ Front supporter

12f‧‧‧噴水段下部開孔圓鋼筒 12f‧‧‧Opening round steel cylinder at the lower part of the spray section

13‧‧‧噴水頭中央管 13‧‧‧Spray head central tube

13a‧‧‧中央管隔鈑 13a‧‧‧Central tube isolation

13b‧‧‧中央管通水孔 13b‧‧‧Central tube water hole

13c‧‧‧高壓噴流 13c‧‧‧High pressure jet

13c1‧‧‧中央管內高壓水 13c1‧‧‧High pressure water in the central tube

13d‧‧‧鋼筒內高壓水 13d‧‧‧High pressure water in steel cylinder

13e‧‧‧鋼筒外高壓水 13e‧‧‧High pressure water outside the steel cylinder

2‧‧‧集水井 2‧‧‧ collecting wells

2A‧‧‧集水井井底段(簡稱井底段) 2A‧‧‧ collecting well bottom section (referred to as the bottom section of the well)

2B‧‧‧集水井井身段(簡稱井身段) 2B‧‧‧Water collection well section (referred to as well section)

20‧‧‧濾水管導槽 20‧‧‧Water filter guide

21‧‧‧擋沙板總成 21‧‧‧ Sand board assembly

21a‧‧‧擋沙片板 21a‧‧‧ Sand screen

21b‧‧‧環濾水管擋沙片板(簡稱環管擋沙片板) 21b‧‧‧Ring water filter block sand plate (referred to as ring pipe sand plate)

21c‧‧‧連接鈑易卸螺栓 21c‧‧‧Connecting easy to remove bolts

21d‧‧‧擋沙片板連接鈑(簡稱連接鈑) 21d‧‧‧Sand plate connection 钣 (referred to as connection 钣)

21e‧‧‧擋沙板導槽 21e‧‧ ‧ sand board guide

21f‧‧‧擋沙板止水帶 21f‧‧‧ sand board waterstop

21g‧‧‧環濾水管防水膠圈(簡稱環管膠圈) 21g‧‧‧Ring water filter waterproof rubber ring (referred to as loop rubber ring)

21h‧‧‧擋沙片板吊架(簡稱吊架) 21h‧‧‧Sand plate hanger (referred to as hanger)

21j‧‧‧導槽半柔性填充材(簡稱導槽填充材) 21j‧‧‧ Guide groove semi-flexible filler (referred to as guide groove filler)

22‧‧‧擋沙鋼箱 22‧‧‧Sand steel box

22a1‧‧‧梯形鋼箱 22a1‧‧‧Trapezoidal steel box

22a2‧‧‧楔形鋼箱 22a2‧‧‧Wedge steel box

22b‧‧‧埋入混凝土內螺紋套筒(簡稱螺紋套筒) 22b‧‧‧buried into concrete internal threaded sleeve (referred to as threaded sleeve)

22c‧‧‧鋼箱把手 22c‧‧‧Steel box handle

22d‧‧‧鋼箱螺栓及墊圈 22d‧‧‧Steel box bolts and washers

22e‧‧‧濾水管導槽待銜接鋼筋保護膠套(簡稱待銜接鋼筋護套) 22e‧‧‧Water filter guides to be connected to the steel protection rubber sleeve (referred to as the steel sheath to be connected)

22f‧‧‧濾水管導槽紮鋼筋組模澆灌混凝土 22f‧‧‧Water filter pipe guide groove steel bar formwork concrete

23‧‧‧鋼筋 23‧‧‧Rebar

24‧‧‧混凝土 24‧‧‧ concrete

25‧‧‧刃腳 25‧‧‧foot

26‧‧‧吊環及錨筋 26‧‧‧rings and anchors

27‧‧‧木墊塊 27‧‧‧ Wooden blocks

7‧‧‧濾水管 7‧‧‧Water pipe

71‧‧‧濾水管管塞 71‧‧‧Water filter pipe plug

72‧‧‧濾水網 72‧‧‧Water filter network

73‧‧‧濾水孔 73‧‧‧Water drain

74‧‧‧配重 74‧‧‧weight

75‧‧‧深度標竿 75‧‧‧Deep standard

8‧‧‧工作台 8‧‧‧Workbench

81‧‧‧高壓水管架 81‧‧‧High pressure hose rack

82‧‧‧高壓水泵 82‧‧‧High pressure water pump

83‧‧‧水管推拉千斤頂 83‧‧‧Water pipe push-pull jack

84‧‧‧水管夾 84‧‧‧ water pipe clamp

85‧‧‧供水池 85‧‧‧Water supply pool

86‧‧‧沙層 86‧‧‧ sand layer

87‧‧‧沙岸下水位面 87‧‧‧ Sandy water level

88‧‧‧抓斗 88‧‧‧ Grab

89‧‧‧排沙泵 89‧‧‧ sand pump

第1圖:濾水管噴沉設備配置及作業示意圖 Figure 1: Schematic diagram of the installation and operation of the water filter

第2圖:雙塞噴水頭側面示意圖 Figure 2: Side view of the double plug nozzle

第3圖:雙塞噴水頭中央CL-CL剖面示意圖 Figure 3: Schematic diagram of the central CL-CL section of the double plug nozzle

第3A圖:雙塞噴水頭A-A剖面圖 Figure 3A: Sectional view of the double plug nozzle A-A

第3B圖:雙塞噴水頭B-B剖面圖 Figure 3B: B-B section of double plug nozzle

第3C圖:雙塞噴水頭C-C剖面圖 Figure 3C: C-C section of double plug nozzle

第3D圖:雙塞噴水頭D-D剖面圖 Figure 3D: D-D section of double plug nozzle

第3E圖:雙塞噴水頭E-E剖面圖 Figure 3E: Sectional view of the double plug nozzle E-E

第3F圖:雙塞噴水頭F-F剖面圖 Figure 3F: F-F section of double plug nozzle

第3G圖:雙塞噴水頭G-G剖面圖 Figure 3G: G-G profile of double plug nozzle

第3H圖:雙塞噴水頭H-H剖面圖 Figure 3H: H-H section of double plug nozzle

第4圖:濾水管內之雙塞噴水頭水未加壓示意圖 Figure 4: Schematic diagram of the unplugged water in the double plug nozzle in the water filter

第4A圖:噴水頭內水未加壓剖面J-J示意圖 Figure 4A: Schematic diagram of water unpressurized section J-J in the spray head

第4B圖:噴水頭內水未加壓剖面K-K示意圖 Figure 4B: Schematic diagram of the unpressurized section K-K of the water in the spray head

第4C圖:噴水頭內水未加壓剖面L-L示意圖 Figure 4C: Schematic diagram of water unpressurized section L-L in the sprinkler head

第5圖:濾水管內之雙塞噴水頭水加壓後示意圖 Figure 5: Schematic diagram of the double plug nozzle water in the water filter

第5A圖:雙塞噴水頭內水加壓後剖面J1-J1示意圖 Figure 5A: Schematic diagram of the profile J1-J1 after water pressure in the double plug nozzle

第5B圖:雙塞噴水頭內水加壓後剖面K1-K1示意圖 Figure 5B: Schematic diagram of profile K1-K1 after water pressurization in double plug nozzle

第5C圖:雙塞噴水頭內水加壓後剖面L1-L1示意圖 Figure 5C: Schematic diagram of the profile L1-L1 after water pressurization in the double plug nozzle

第5D圖:雙塞噴水頭在濾水管內進行噴沉作業示意圖 Figure 5D: Schematic diagram of the double-spraying sprinkler head in the water filter

第6圖:集水井井身段及井底段組合後中央剖面示意圖 Figure 6: Schematic diagram of the central section of the collection well section and the bottom section of the well

第6A圖:集水井井身段中央剖面示意圖 Figure 6A: Schematic diagram of the central section of the wellbore

第6B圖:集水井井底段中央剖面示意圖 Figure 6B: Schematic diagram of the central section of the bottom section of the catchment well

第6C圖:集水井頂視(剖面M-M)示意圖 Figure 6C: Schematic diagram of the top view (section M-M) of the catchment well

第6D圖:集水井井身段剖面P-P示意圖 Figure 6D: P-P schematic diagram of the section of the collecting well shaft

第6E圖:集水井井底段剖面P1-P1示意圖 Figure 6E: Schematic diagram of the section P1-P1 of the bottom section of the catchment well

第6F圖:擋沙板總成配置示意圖 Figure 6F: Schematic diagram of the sand board assembly configuration

第6G圖:擋沙板總成剖面A1-A1示意圖 Figure 6G: Schematic diagram of the sand board assembly section A1-A1

第6H圖:各擋沙片板組成擋沙板示意圖 Figure 6H: Schematic diagram of sand blocking plates

第6I圖:擋沙板沉降過程示意圖(一) Figure 6I: Schematic diagram of sedimentation process of sand-blocking plate (1)

第6J圖:擋沙板沉降過程示意圖(二) Figure 6J: Schematic diagram of sedimentation process of sand-blocking plate (2)

第6K圖:擋沙鋼箱示意圖 Figure 6K: Schematic diagram of the sand shield

第7A圖:集水井井底段吊置後開挖下沉示意圖 Figure 7A: Schematic diagram of excavation and sinking after the bottom section of the collecting well

第7B圖:集水井井身段吊置後開挖下沉示意圖 Figure 7B: Schematic diagram of excavation and sinking after the sinking of the collecting well

第7C圖:集水井下沉後封底完成示意圖 Figure 7C: Schematic diagram of the completion of the sealing of the collecting well after sinking

第7D圖:濾水管及噴沉設備安置示意圖 Figure 7D: Schematic diagram of installation of water filter pipe and spray equipment

第7E圖:第一階段雙塞噴水頭在濾水管尾端噴沉示意圖 Figure 7E: Schematic diagram of the first stage double plug nozzle at the end of the filter

第7F圖:第一階段雙塞噴水頭在濾水管中間段噴沉示意圖 Figure 7F: Schematic diagram of the first stage double-spray nozzle in the middle of the filter pipe

第7G圖:第一階段雙塞噴水頭在濾水管頭端噴沉示意圖 Figure 7G: Schematic diagram of the first stage double-spray nozzle at the head end of the filter

第7H圖:後續階段雙塞噴水頭在濾水管尾端噴沉示意圖 Figure 7H: Schematic diagram of the double-spray head in the subsequent stage at the end of the water filter

第7I圖:後續階段雙塞噴水頭在濾水管中間段噴埋示意圖 Figure 7I: Schematic diagram of the double-spray nozzle in the middle stage of the filter pipe in the subsequent stage

第7J圖:最後階段雙塞噴水頭在濾水管尾端完成噴沉示意圖 Figure 7J: The final stage of the double plug nozzle at the end of the filter pipe to complete the sinking diagram

第7K圖:集水井內外拆移噴沉設備示意圖 Figure 7K: Schematic diagram of the internal and external demolition and sedimentation equipment

第7L圖:集水井濾水管導槽完成封槽示意圖 Figure 7L: Schematic diagram of the sealing channel of the water collecting pipe of the collecting well

第7M圖:集水井及濾水管噴沉完成示意圖 Figure 7M: Schematic diagram of the collection of water collection wells and water filtration pipes

第8A圖:濾水管集水井及雙塞噴水頭廠內製造流程圖 Figure 8A: Flow chart of the manufacturing process of the water collection pipe collecting well and the double plug water head factory

第8B圖:濾水管現場噴沉施工流程圖 Figure 8B: Flow chart of construction site of water filter

本發明實施之方式(含設備說明、工作原理及作業方式等) The method of the present invention (including equipment description, working principle and operation mode, etc.)

佐以相關圖示及流程圖第8A圖及第8B圖分別說明如下: 8A and 8B are respectively described as follows:

壹、工作之原理 The principle of work and work 1.雙塞噴水頭 Double sprinkler head a.雙塞噴水頭之構造 a. The structure of the double plug nozzle

本工法主要之噴沉設備為如第2圖、第3圖及第3A圖至第3H圖所示之雙塞噴水頭(1),其兩端為管塞(11)中間為噴水段(12)而其構造係由管壁具有中央管通水孔(13b)之噴水頭中央管(13)、噴水段上部開孔圓鋼筒(12b)、噴水段下部開孔圓鋼筒(12f)、噴水段上部橡膠膜(12a)組成之噴水段;及兩端由管塞隔鈑(11i)、管塞端鈑(11k)、管塞橡膠膜(11a)組成之管塞(11)所構成,其中管塞係將管塞橡膠膜(11a)以橡膠膜固定鈑(11b)及間隔鈑(11d)用螺栓墊圈及螺帽(11c)分別固定在管塞端鈑(11k)及管塞隔鈑(11i)上;而噴水段上部之噴水段上部橡膠膜(12a)則包覆在噴水段上部開孔圓鋼筒(12b)外邊,並配合間隔鈑(11d)用螺栓墊圈及螺帽將該橡膠膜固定在圓鋼筒之兩端,另以圓鋼筒加勁鈑(12c)來加強上、下部開孔圓鋼筒之強度。如第3圖及第3C圖所示,在前端管塞後之噴水段下部開孔圓鋼筒(12f)上設有前支輪(12e),另如第3圖及第3H圖所示,後端管塞外側則具有後支輪固定環鈑(11f)來固定後支輪(11e),以供雙塞噴水頭在水未加壓時能夠前後移動,另噴水頭中央管尾端具有水管接頭加勁鈑(11j)之高壓水管接頭(11h)用以銜接高壓水管(11g)。 The main sinking equipment of this method is a double plug water jet head (1) as shown in Fig. 2, Fig. 3 and Fig. 3A to Fig. 3H, with the sprinkler (11) at both ends being the water spray section (12). And the structure is a water jet head central pipe (13) having a central pipe water passage hole (13b), a water injection section upper opening round steel cylinder (12b), and a lower water injection section round steel cylinder (12f). a water spray section composed of an upper rubber film (12a) of the water spray section; and a pipe plug (11) composed of a pipe plug partition (11i), a pipe plug end 钣 (11k), and a pipe plug rubber film (11a), The pipe plug system fixes the pipe rubber film (11a) with a rubber film fixing 钣 (11b) and a spacer 11 (11d) with a bolt washer and a nut (11c) respectively at the pipe end 钣 (11k) and the pipe plug partition. (11i); and the upper rubber film (12a) of the upper spray section of the water spray section is wrapped around the outer round hole of the water spray section (12b), and is fitted with a spacer washer (11d) with a bolt washer and a nut The rubber film is fixed at both ends of the round steel cylinder, and the round steel cylinder is used to strengthen the strength of the round steel cylinder of the upper and lower openings. As shown in Fig. 3 and Fig. 3C, a front support wheel (12e) is provided on the open circular steel cylinder (12f) at the lower portion of the water spray section after the front end pipe plug, as shown in Fig. 3 and Fig. 3H, The outer side of the end pipe plug has a rear support ring (11f) to fix the rear support wheel (11e), so that the double plug spray head can move back and forth when the water is not pressurized, and the end of the central pipe of the spray head has a water pipe joint stiffening 钣The high pressure water pipe joint (11h) of (11j) is used to connect the high pressure water pipe (11g).

b.雙塞噴水頭之工作原理 b. Working principle of double plug nozzle

如第4圖及第4A圖至第4C圖所示,當雙塞噴水頭置入濾水管(7)內並銜接高壓水管(11g)雖經充水但未加壓時,兩端之管塞(11)未膨脹而管塞橡膠膜外壁仍小於濾水管之內壁,因此噴水頭係由前支輪(12e)及後支輪(11e)來支撐,此時用前、後支輪即可輕易將整個噴水頭前後移動。如第5圖及第5A圖至第5C圖所示,當噴水頭置入濾水管內並銜接高壓水管經充水及加壓後,中央管高壓水(13c1)由噴水頭中央管(13)兩端管塞隔鈑(11i)及管塞端鈑(11k)間之通水孔(13b)進入管塞(11)內,所形成之鋼筒內高壓水(13d)使管塞 橡膠膜(11a)膨脹而緊緊壓迫與管塞橡膠膜接觸之濾水管內壁,使該段濾水管內壁上之濾水孔(73)全被橡膠膜封閉,致使由高壓水管流入雙塞噴水頭內之所有水流,只能由兩端管塞間之噴水段(12)之鋼筒通水孔(12d)流出鋼筒外而形成鋼筒外高壓水(13e)。 As shown in Fig. 4 and Fig. 4A to Fig. 4C, when the double plug nozzle is placed in the water filter pipe (7) and the high pressure water pipe (11g) is filled with water but not pressurized, the pipe plugs at both ends (11) The outer wall of the rubber membrane of the pipe plug is still not expanded and is still smaller than the inner wall of the water filter pipe. Therefore, the water spray head is supported by the front support wheel (12e) and the rear support wheel (11e). At this time, the front and rear support wheels can easily be used. The sprinkler moves back and forth. As shown in Figure 5 and Figure 5A to Figure 5C, when the water jet head is placed in the water filter pipe and the high-pressure water pipe is connected to the water and pressure, the central pipe high-pressure water (13c1) is connected to the central pipe of the water jet head (13). The water-passing holes (13b) between the pipe plugs at both ends (11i) and the pipe ends (11k) enter the pipe plugs (11), and the high-pressure water (13d) in the formed steel cylinders makes the pipe plugs The rubber film (11a) expands and tightly presses the inner wall of the water filter pipe which is in contact with the rubber film of the pipe plug, so that the water filter hole (73) on the inner wall of the filter water pipe is completely blocked by the rubber film, so that the high pressure water pipe flows into the double plug. All the water flow in the water jet head can only be discharged from the steel cylinder through the water hole (12d) of the water spray section (12) between the pipe plugs at both ends to form the high pressure water (13e) outside the steel cylinder.

當圓鋼筒內水壓持續升高後,經由噴水段上部開孔圓筒筒壁之噴水孔(12d)流出之鋼筒外高壓水(13e),進入由上部開孔圓鋼筒及噴水段上部橡膠膜(12a)組成之封閉空間後,由於高壓水使噴水段上部橡膠膜膨脹而緊緊壓迫與管塞橡膠膜接觸之濾水管內壁,使該段內壁上之鋼筒噴水孔(12d)全被橡膠膜封閉外,亦使噴水段上半部形成管塞使相鄰之濾水管段上半部之管內水被阻擋而無法流通,只能由噴水段下部開孔圓鋼筒及底部外側之濾水管管壁上濾水孔(73)以高壓噴流(13c)之方式噴出,使該段濾水管下部側面及管底之沙層形成管湧,而喪失側面管壁摩擦力及底部管壁支撐力,而使該段濾水管因重力而下沉。 After the water pressure in the round steel cylinder continues to rise, the high pressure water (13e) of the steel cylinder flowing out through the water spray hole (12d) of the cylindrical wall of the upper opening of the water spray section enters the round steel cylinder and the water spray section from the upper opening. After the closed space composed of the upper rubber film (12a), the upper rubber film of the water spray section is expanded by the high pressure water to tightly press the inner wall of the water filter pipe which is in contact with the rubber film of the pipe plug, so that the steel pipe water spray hole on the inner wall of the section ( 12d) is completely enclosed by the rubber membrane, and the upper half of the water spray section is formed into a pipe plug so that the water in the upper half of the adjacent water filter pipe section is blocked and cannot be circulated, and only the circular steel cylinder can be opened by the lower part of the water spray section. And the water filter hole (73) on the wall of the filter pipe outside the bottom is sprayed by the high pressure jet (13c), so that the lower side of the filter pipe and the sand layer at the bottom of the pipe form a pipe, and the friction of the side wall and the bottom are lost. The wall supports the force, and the filter tube sinks due to gravity.

另噴水頭若卸除噴水段上部橡膠膜後,當噴水頭被加上之水壓足以形成兩端管塞而又不會造成濾水管外沙層管湧時,則該噴水頭可以兼用來分段清洗濾水管管壁上被沙粒阻塞之濾水孔;若該噴水頭之上部開孔圓鋼筒改用未開孔之半圓鋼筒,則不用安裝噴水段上部橡膠膜該噴水頭亦可以達成噴沉濾水管之功能。 If the water jet head is removed from the upper rubber film of the water spray section, the water jet head can be used for segmentation when the water pressure applied to the water jet head is sufficient to form the pipe plugs at both ends without causing the sand pipe in the outer layer of the water filter pipe. Clean the filter water hole blocked by the sand on the wall of the filter water pipe; if the round steel cylinder on the upper part of the spray head is changed to the semi-circular steel cylinder without the open hole, the spray head can be sprayed without installing the upper rubber film of the spray section. The function of the sink water pipe.

c.雙塞噴水頭在濾水管內噴沉之作業方式 c. The operation mode of the double plug nozzle in the water filter pipe

如第1圖所示,先把噴水頭置入濾水管經銜接高壓水管後,用工作台(8)上之水管夾(84)夾住高壓水管,然後用水管推拉千斤頂(83)如第5D圖(a)所示將噴水頭推送至管底端;接著啟動高壓水泵(82)並加壓使噴水頭兩端形成管塞,並使中間噴水段外濾水管之側面及管底形成高壓噴流,使該段濾水管如第5D圖(b)所示因喪失側面摩擦力及底部支撐力,受噴水頭、濾水管及配重(74)之重量而下沉後略呈傾斜狀況;然後停止高壓水管內水之加壓並洩壓,使噴水頭兩端及中間噴水段上半部之橡膠膜因消壓而收縮致失去管塞效應。 As shown in Figure 1, first place the sprinkler head into the filter water pipe and connect the high-pressure water pipe. Clamp the high-pressure water pipe with the water pipe clamp (84) on the workbench (8), and then push and pull the jack (83) with the water pipe as shown in Figure 5D. Figure (a) pushes the water jet head to the bottom end of the tube; then starts the high pressure water pump (82) and pressurizes to form a pipe plug at both ends of the water jet head, and forms a high pressure jet on the side of the outer water filter pipe and the bottom of the pipe. The water filter pipe of this section is slightly tilted after being sunk by the weight of the spray head, the water filter pipe and the counterweight (74) as shown in Fig. 5D (b) due to loss of side friction and bottom support force; then the high pressure is stopped. The water in the water pipe is pressurized and released, so that the rubber film at both ends of the water spray head and the upper half of the middle water spray section shrinks due to pressure reduction, and the pipe plug effect is lost.

接著用水管推拉千斤頂如第5D圖(c)所示將噴水頭往集水井方向回拉約一 半噴水段之長度後再啟動高壓水泵並加壓,使噴水頭兩端再形成管塞而中間噴水段再形成高壓噴流,然後再使該段濾水管下沉至與前濾水管段同一深度。經配合測量濾水管上連接之深度標竿(75)之高程,來同步控制高壓水管之加壓與洩壓即可使該段濾水管下沉至與前段同深度;如此一再對噴水頭重覆前述回拉、加壓與洩壓作業及監測深度標竿之高程,即可如第5D圖(d)至(f)所示可以將整體支濾水管噴沉至同一深度;然後再於下一層深度重覆前述噴沉作業則可逐次地將支濾水管噴沉至所需之深度。 Then push and pull the jack with a water pipe, as shown in Figure 5D (c), pull the water jet head back to the collecting well. After the length of the semi-spray section, the high-pressure water pump is started and pressurized, so that the pipe plug is formed at both ends of the sprinkler head and the high-pressure jet is formed in the middle spray section, and then the filter water pipe is sunk to the same depth as the front water filter pipe section. By measuring the elevation of the depth gauge (75) connected to the water filter pipe to synchronously control the pressure and pressure relief of the high pressure water pipe, the water filter pipe can be sunk to the same depth as the front section; thus repeating the above-mentioned water jet head repeatedly Pull back, pressurize and depressurize the operation and monitor the elevation of the depth mark, as shown in Figure 5D (d) to (f), the integral branch water pipe can be sprayed to the same depth; then to the next depth Repeating the aforementioned spraying operation can successively spray the branch water pipe to the required depth.

2.集水井 2. Collection well a.集水井之構造 a. The structure of the catchment well

集水設備之集水井係由在現場澆置或於廠內預鑄之井底段及井身段所構成,其平面形狀可為圓形、橢圓形、正方形、矩形或六角形等形狀。今以廠內預鑄鋼筋混凝土圓形集水井(簡稱集水井)為例說明如下,如第6圖及第6A圖至第6K圖所示,圓形集水井(2)係由集水井井底段(2A)及數個集水井井身段(2B)所構成(分別簡稱為井底段及井身段),最下方之井底段設有刃腳(25)供集水井下沉時以刃腳楔入沙層以方便集水井之下沉作業,當全部井底段及井身段下沉至預定深度後則以混凝土封底。而井底段及各井身段頂面均設有吊環及錨筋(26)以供吊掛裝之用,當兩個集水井段吊裝接合時,其接合面係用速凝混凝土沙漿接合以防井外沙流入集水井內。 The water collecting well of the water collecting device is composed of a bottom portion and a well body section which are placed on site or in the factory, and the planar shape thereof may be a circular shape, an elliptical shape, a square shape, a rectangular shape or a hexagonal shape. Take the in-house reinforced concrete circular collecting well (referred to as the collecting well) as an example. As shown in Figure 6 and Figure 6A to Figure 6K, the circular collecting well (2) is from the bottom of the collecting well. Section (2A) and several collection wells (2B) are formed (referred to as the bottom section and the well section respectively), and the bottom part of the bottom is provided with a blade foot (25) for the sinking of the collecting well. Wedge into the sand layer to facilitate the sinking operation of the collecting well. When all the bottom section and the well section sink to a predetermined depth, the concrete is sealed. The bottom section of the well and the top surface of each well section are provided with lifting rings and anchor ribs (26) for hanging and hanging. When the two collecting well sections are hoisted and joined, the joint surface is joined by quick-setting concrete mortar to prevent The sand outside the well flows into the collecting well.

另在集水井井壁上設有濾水管導槽(20)供濾水管頭端在噴沉時引導其下沉至預定之深度,而在濾水管導槽近中間處以擋沙鋼箱(22)來暫時連接濾水管導槽之兩側井壁,使各集水井段在吊裝時暫時成為完整之結構,並於集水井下沉時阻止井外沙無法流入井內;在濾水管導槽近外壁處設有內附導槽半柔性填充材(21j)之擋沙板導槽(21e),用來引導環濾水管擋沙片板(21b)及擋沙片板(21a)於濾水管噴沉作業時在導槽內下降,用以配合擋沙鋼箱用來阻擋井外沙流進集水井內,而該導槽之半柔性填充材係用以在集水井下沉作業時保護濾水管導槽不受沙粒阻塞。至於因開設濾水管導槽而被切斷之鋼筋,則先用濾水管導槽待銜接鋼筋及保護膠套(22e)來暫時處理,以便利集水井之下沉及濾水管之噴沉作業,俟濾水管噴沉完成後,經拆除保護 膠套後再用焊接或鋼筋續接器接合被切斷之鋼筋,最後經封模板再澆置混凝土來完成濾水管導槽之封閉工作。 In addition, a water conduit guide groove (20) is arranged on the well wall of the collecting well for guiding the head end of the water filter pipe to sink to a predetermined depth when the water is sprayed, and the sand blocking steel box (22) is located near the middle of the water guiding pipe guide groove. Temporarily connect the well walls on both sides of the water conduit guide groove, so that each collection well section temporarily becomes a complete structure during hoisting, and prevents the outside sand from flowing into the well when the collecting well sinks; at the near outer wall of the filter water conduit guide groove A sand shield guide groove (21e) with a semi-flexible filler material (21j) with a guide groove is provided for guiding the water filter block sand plate (21b) and the sand shield plate (21a) to be sprayed on the filter water pipe When it is lowered in the guide groove, it is used to cooperate with the sand blocking steel box to block the sand flowing outside the well into the collecting well, and the semi-flexible filler material of the guiding groove is used to protect the water filter guiding channel from being blocked when the collecting well sinks The sand is blocked. As for the steel bars that have been cut due to the opening of the water filter channel guide, the filter water pipe guide groove is used to temporarily connect the steel bars and the protective rubber sleeve (22e) for temporary treatment, so as to facilitate the sinking operation of the water collecting well and the water discharge pipe. After the water filter is sprayed, it is removed and protected. After the rubber sleeve, the cut steel bar is joined by welding or steel splicer, and finally the concrete is poured through the sealing template to complete the sealing work of the water filter guide groove.

b.集水井下沉之作業方式 b. Working mode of sinking water well sinking

在預定設集水井之地點先完成整地,然後於該處將濾水管導槽朝向水邊方向來吊置預鑄集水井井底段(2A),接著如第7A圖至第7C圖所示以抓斗(88)等機械挖掘井內沙土進行集水井井底段下沉作業至其頂面近地表面;然後於井底段頂面平均塗佈一層速凝混凝土沙漿做為上下兩井段接面之接合劑,接著吊裝第一個集水井井身段(2B)後,繼續進行集水井井身段下沉作業至其頂面近地表面。 The land preparation is completed at the location where the collection well is scheduled, and then the bottom of the water collection well (2A) is hoisted toward the waterside at the water conduit guide, and then as shown in Figures 7A to 7C. Grab (88) and other mechanical excavation sand in the well to carry out the sinking operation of the bottom section of the collecting well to the near surface of the top surface; then, on the top surface of the bottom section, apply a layer of quick-setting concrete mortar as the upper and lower well sections. After the bonding agent of the surface, and then hoisting the first collecting well (2B), the sinking operation of the collecting well is continued to the near surface of the top surface.

隨後重複進行後續各井身段之接面接合劑塗佈、井身段吊裝、井身段下沉等作業,直至井底段之濾水管導槽底部之深度達到預定之深度,然後再以混凝土(24)封閉集水井底部則完成集水井之下沉作業。 Subsequently, the subsequent joint coating of the well sections, the lifting of the well section, and the sinking of the well section are repeated until the depth of the bottom of the water conduit of the bottom section reaches a predetermined depth, and then closed by concrete (24). At the bottom of the collecting well, the sinking operation of the collecting well is completed.

c.濾水管導槽之構造 c. Construction of the water conduit guide groove

如第6圖及第6A圖至第6K圖所示,集水井朝向水邊之方向由井頂至井底之封底上方,設有濾水管導槽(20)其寬度能容納濾水管,該濾水管導槽壁之前方設有擋沙板導槽(21e)可供插入裝具有環濾水管防水膠圈(21g)之環濾水管擋沙片板(21b)、擋沙片板(21a)及擋沙片板吊架(21h),而在該濾水管導槽壁之中央設有擋沙鋼箱(22)用以暫時連接濾水管導槽之兩側井壁,使各集水井段在吊裝及下沉時能為完整之結構,並於下沉時阻止井外沙無法流入井內。 As shown in Fig. 6 and Fig. 6A to Fig. 6K, the collecting well faces the waterside from the top of the well to the top of the bottom of the well, and a filtering water conduit (20) is provided to accommodate the water filtering pipe. A sand guide channel (21e) is arranged in front of the wall of the guide groove for inserting a ring filter block (21b), a sand shield (21a) and a block with a ring water filter waterproof rubber ring (21g). Sand plate hanger (21h), and a sand shield steel box (22) is arranged in the center of the filter water guide wall for temporarily connecting the well walls on both sides of the water filter guide groove, so that the collecting sections are hoisted and lowered When sinking, it can be a complete structure, and when it sinks, it can prevent the sand outside the well from flowing into the well.

d.濾水管導槽之工作原理 d. Working principle of the filter water conduit

如第6F圖至第6K圖所示,當集水井吊置及下沉時濾水管導槽係朝向水邊方向,當集水井下沉完成後首先由井頂之擋沙板導槽(21e)插入環濾水管擋沙片板(21b),然後將濾水管頭端裝上環濾水管防水膠圈(21g)後,將濾水管頭端及膠圈套入環濾水管擋沙片板內,接著再於該片板上裝上擋沙片板(21a)及擋沙片板吊架(21h),接著用擋沙片板連接鈑(21d)及連接鈑易卸螺栓(21c)將各片板連接。然後如第7G圖及第7J圖所示當以噴水頭噴沉至近集水井井壁時,可使濾水管、環濾水管擋沙片板、擋沙片板及擋沙片板吊架 等,在該擋沙板導槽內配合濾水管之沉降深度垂直下沉至井底之導槽底。另濾水管導槽壁中央處之擋沙鋼箱(22),係於濾水管噴沉至近集水井井壁時,將阻擋下沉之濾水管頭端下方之擋沙鋼箱暫先拆除,而於濾水管上方露出之空間達到一個鋼箱之厚度時,則將擋沙鋼箱裝回濾水管頭端之上方;至於露出之空間未達到一個鋼箱之厚度時,則以木墊塊(27)將該露出之空間填補,如此可以在濾水管噴沉過程中阻擋沙使不進入集水井內,並以擋沙鋼箱保持集水井結構之完整。當整支濾水管噴沉至所需深度時,將濾水管外壁由環濾水管擋沙片板至集水井內壁間之空間,以速凝混凝土沙漿密封後即完成集水井與濾水管之最終接合工作。 As shown in Figures 6F to 6K, when the collecting well is suspended and sunk, the water conduit guiding channel is oriented toward the water edge. When the collecting well is completed, it is first inserted by the sand blocking channel (21e) of the top of the well. The ring filter pipe is used to block the sand plate (21b), and then the head end of the filter pipe is fitted with a waterproof apron (21g) of the ring filter pipe, and the head end of the filter pipe and the rubber ring are inserted into the ring filter plate of the ring filter, and then The blade is provided with a sand shield (21a) and a sand plate hanger (21h), and then the panels are connected by a sand shield connection (21d) and a connecting bolt (21c). Then, as shown in Figures 7G and 7J, when the water jet head is sprayed to the well wall of the near-water collecting well, the water filter pipe, the ring filter water blocking sand plate, the sand blocking plate and the sand blocking plate hanger can be made. Etc., the settlement depth of the filter water pipe in the guide channel of the sand shield is vertically lowered to the bottom of the guide groove at the bottom of the well. The sand-blocking steel box (22) at the center of the wall of the filter water guide is installed when the water filter pipe is sprayed to the well wall of the near-water collecting well, and the sand-blocking steel box below the head end of the filter water pipe that blocks the sinking is temporarily removed, and the filter is temporarily removed. When the space exposed above the water pipe reaches the thickness of a steel box, the sand blocking steel box is installed back above the head end of the water filter pipe; when the exposed space does not reach the thickness of one steel box, the wooden block (27) is used. The exposed space is filled, so that the sand can be blocked from entering the collecting well during the sprinkling process of the water filter pipe, and the structure of the collecting well is maintained by the sand blocking steel box. When the whole filter water pipe is sprayed to the required depth, the outer wall of the filter water pipe is blocked by the ring filter water pipe to the space between the inner walls of the water collecting well, and the final of the water collecting well and the water filtering pipe is completed after the quick-setting concrete mortar is sealed. Join work.

e.擋沙板總成之構造 e. Construction of the sand board assembly

如第6F圖及第6H圖所示,擋沙板係由有中央圓孔能容納濾水管及環濾水管防水膠圈(21g)之環濾水管擋沙片板(21b),及視濾水管頭端噴沉之深度而與配合適當片數之擋沙片板(21a)及擋沙片板吊架(21h)所組成,經配合擋沙板止水帶(21f,係用於封閉片板間之空隙)以擋沙片板連接鈑(21d)及連接鈑易卸螺栓(21c)來連接各片板;而擋沙板則插入具有導槽半柔性填充材(21j,簡稱導槽填充材)之擋沙板導槽(21e)內來構成擋沙板總成,用在濾水管噴沉過程中擋沙板能沿該擋沙板導槽下降來首先阻擋集水井外沙無法由濾水管導槽進入集水井內。 As shown in Figures 6F and 6H, the sand-blocking plate is a ring-shaped filter water-blocking sand plate (21b) with a central circular hole to accommodate the water filter pipe and the ring water filter waterproof rubber ring (21g), and the filter water pipe. The depth of the head end is combined with the appropriate number of sand screens (21a) and sand screen hangers (21h), and is matched with the sand board waterstop (21f, used for closing the sheet) The gap between the two is connected by a sand shield connection port (21d) and a connection easy bolt (21c); and the sand shield is inserted into a semi-flexible filler material having a guide groove (21j, referred to as a guide groove filler) The sand-proof plate guide groove (21e) is used to form a sand-blocking plate assembly. The sand-blocking plate can be lowered along the sand-blocking channel during the process of spraying the water-sinking pipe to first block the outer sand of the collecting well from being unable to be filtered by the water pipe. The guide trough enters the collecting well.

f.擋沙板總成之工作原理 f. Working principle of the sand board assembly

如第6F圖至第6J圖所示,首先由集水井頂之擋沙板導槽插入環濾水管擋沙片板,然後在濾水管頭端套裝上環濾水管防水膠圈後,將濾水管頭端及膠圈套入環濾水管擋沙片板內,接著由擋沙板導槽再插入一片擋沙片板及擋沙片板吊架後,配合擋沙板止水帶以擋沙片板連接鈑用連接鈑易卸螺栓來連接各片板及吊架,然後在環濾水管擋沙片板之兩側裝妥高壓水管(11g),接著再往水邊方向將整支濾水管在地面上鋪設完成,然後進行濾水管之噴沉作業。 As shown in Figures 6F to 6J, the sand filter channel is first inserted into the sand filter channel of the collecting well top, and then the water filter head is placed on the head end of the water filter pipe. The end and the apron are inserted into the ring filter plate to block the sand plate, and then a sand blocking plate and a sand plate hanger are inserted into the sand guide groove, and the sand blocking plate is connected with the sand blocking plate to block the sand plate connection.连接Connect the plates and hangers with the connecting bolts, then install the high-pressure water pipes (11g) on both sides of the ring filter sand shield, and then place the whole filter pipe on the ground in the direction of the water. After the laying is completed, the water discharge pipe is sprayed.

每當濾水管噴沉至近集水井壁時,將阻擋濾水管頭端下沉之擋沙鋼箱暫時移除,以濾水管內之雙塞噴水頭如第7G圖所示在集水井壁前進行噴沉作 業,為使擋沙板及濾水管頭端能順利下沉,則如第6I圖(a)、(b)及第6J圖(c)、(d)、(e)所示,以裝在環濾水管擋沙片板兩側之高壓水管(11g),經加壓後以其所噴出之高壓噴流(13c),來噴除擋沙板導槽內外之積沙,以使擋沙板及濾水管頭端能順利沉降。另外每當擋沙板下降時板底會將原用以在集水井下沉作業時,用以保護濾水管導槽不受沙粒阻塞之導槽半柔性填充材擠出導槽外,而使擋沙板及濾水管頭端能順利沉降。 Whenever the water filter pipe is sprayed to the near water collecting well wall, the sand blocking steel box that blocks the head end of the water filter pipe is temporarily removed, and the double plug water jet head in the water filter pipe is sprayed in front of the water collecting well wall as shown in Fig. 7G. Sinking In order to allow the sand shield and the filter head to sink smoothly, as shown in Figure 6I (a), (b) and 6J (c), (d) and (e), The high-pressure water pipe (11g) on both sides of the sand filter plate is shielded from the high-pressure jet (13c) sprayed by the high-pressure jet (13c) to remove the sand inside and outside the sand guide groove to make the sand shield and The head end of the filter water can settle smoothly. In addition, whenever the sand retaining plate is lowered, the bottom of the plate will be used to protect the filter water channel guide groove from the semi-flexible filler material of the guide channel which is blocked by the sand when the sinking hole is lowered, so that The sand shield and the head of the filter can settle smoothly.

每當濾水管噴沉深度超過一片擋沙片板之高度時,則如第6J圖(c)、(d)所示先暫拆擋沙片板吊架後,於安裝另一片擋沙片板後再將擋沙片板吊架裝回去,然後繼續進行後續之噴沉作業直至濾水管到達井底預定之深度。 Whenever the depth of the water jet pipe sinks exceeds the height of one piece of sand blocking plate, the sand plate hanger is temporarily removed after the sand plate hanger is temporarily removed as shown in Fig. 6(c) and (d), and another sand blocking plate is installed. Then put the sand plate hanger back, and then continue the subsequent sinking operation until the filter pipe reaches the predetermined depth of the bottom of the well.

當整支濾水管全部噴沉完成後,則如第7K圖所示先將濾水管頭端上方之擋沙鋼箱或木墊塊移除,然後將環濾水管擋沙片板與相接之擋沙片板間之連接鈑易卸螺栓卸除使兩片板不連接,以利後續整組擋沙片板之吊除。然後由下往上分層拆除擋沙鋼箱,每層拆除擋沙鋼箱後濾水管導槽所露出之空間,用塑膠布浮貼在露出之空間之擋沙片板上,再拆除井身待銜接鋼筋之保護膠套後,進行該層濾水管導槽之鋼筋續接(用焊接或續接器續接)、封側模及澆置混凝之工作;接著再由下往上重覆以上之作業,來逐層完成整個濾水管導槽之封槽工作。 When the entire filter water pipe is completely sprayed, remove the sand-proof steel box or wooden block above the head end of the water filter pipe as shown in Figure 7K, and then block the ring filter plate and the connecting block. The connection between the sand plates is easy to remove the bolts so that the two plates are not connected, so as to facilitate the removal of the entire set of sand blocking plates. Then, the sand-shielding steel box is removed from the bottom to the top layer, and the space exposed by the filter water guide groove is removed after each layer of the sand-shielding steel box is removed, and the plastic cloth is floated on the sand-blocking plate of the exposed space, and then the well body is removed to be connected. After the protective rubber sleeve of the steel bar, carry out the work of reinforcing the steel pipe guide groove (continuous connection with welding or splicer), sealing the side mold and pouring the coagulation; then repeating the above from the bottom up Work to complete the sealing work of the entire filter water channel guide layer by layer.

當整個濾水管導槽以鋼筋混凝土之封槽工作完成後,除環濾水管擋沙片板係已與濾水管頭端固接外,將其餘擋沙片板由擋沙板導槽吊出,如此擋沙板總成即完成其施工期間之擋沙任務。 After the whole filter water channel guide groove is finished with the reinforced concrete sealing groove, the remaining sand shield plate is detached from the sand shield guide groove, except that the ring filter plate retaining sand plate is fixedly connected with the filter water pipe head end. Such a sand board assembly completes the task of sand blocking during construction.

g.擋沙鋼箱之構造 g. Construction of sand shield steel box

如第6K圖所示,擋沙鋼箱(22)係由梯形鋼箱(22a1)及楔形鋼箱(22a2)併排所組成,擋沙鋼箱之外側箱壁以預先埋入混凝土內螺紋套筒(22b)用鋼箱螺栓及墊圈(22d)將擋沙鋼箱與集水井壁相互鎖定,而兩鋼箱構件間之內側壁亦以鋼箱螺栓及墊圈相互鎖定,另於鋼箱構件近集水井內壁之箱壁上設有鋼箱把手(22c),用以將擋沙鋼箱於卸下鋼箱螺栓及墊圈後可以將擋沙鋼箱拉出濾水管導槽。 As shown in Fig. 6K, the sand-shielding steel box (22) is composed of a trapezoidal steel box (22a1) and a wedge-shaped steel box (22a2) side by side, and the outer side wall of the sand blocking steel box is pre-buried into the concrete internal threaded sleeve (22b). The steel box bolts and washers (22d) are used to lock the sand blocking steel box and the water collecting well wall, and the inner side walls between the two steel box members are also locked with steel box bolts and washers, and the steel box members are adjacent to the inner wall of the water collecting well. A steel box handle (22c) is provided on the wall of the box for pulling the sand shield steel box out of the filter water conduit after the steel box bolt and the washer are removed.

h.擋沙鋼箱之工作原理 h. Working principle of sand blocking steel box

擋沙鋼箱係於集水井廠鑄時在廠內配合安裝,用以暫時封閉濾水管導槽所形成之開口,以利集水井下沉時使井外砂不會進入集水井內。其工作方式如第6圖、第6K圖、第7D圖至第7I圖所示,係當濾水管噴沉至近集水井壁時,將阻擋濾水管頭端下沉之擋沙鋼箱暫先拆除,其拆除之方法為先卸下楔形鋼箱外側箱壁及兩鋼箱構件間內側壁之鋼箱螺栓及墊圈,然後利用鋼箱把手將該楔形鋼箱先拉出,接著再卸下梯形鋼箱外側箱壁之鋼箱螺栓及墊圈後,將該梯形鋼箱拉出(擋沙鋼箱採兩構件方式分兩次卸下係因若擋沙鋼箱為整個矩形鋼箱則不容易將鋼箱拆除及安裝)。 The sand-blocking steel box is installed in the factory during the casting of the water collecting well factory to temporarily close the opening formed by the filter water channel guide groove, so as to prevent the outer sand of the well from entering the collecting well when the water collecting well sinks. The working mode is as shown in Fig. 6, Fig. 6K, and Fig. 7D to Fig. 7I. When the water filter pipe is sprayed to the near water collecting well wall, the sand blocking steel box that blocks the head end of the water filter pipe is temporarily removed. The method of dismantling is to first remove the steel box bolts and washers on the outer side wall of the wedge steel box and the inner side wall between the two steel box members, and then pull the wedge steel box first by using the steel box handle, and then remove the trapezoidal steel box. After the steel box bolts and washers on the outer box wall, the trapezoidal steel box is pulled out (the sand box is blocked by two parts in two ways.) If the sand box is the entire rectangular steel box, it is not easy to remove the steel box. installation).

拉出後之擋沙鋼箱當濾水管頭端上方噴沉至露空部位達到一個鋼箱之厚度時,即可將該擋沙鋼箱裝回該上方處來協助擋沙;至於濾水管頭端在近集水井壁噴沉時,若擋沙鋼箱拆下後露空部位未達到一個鋼箱之厚度時,先用木墊塊(27)將該露空部位填補;如此重覆以上之作業即可在濾水管噴沉過程中,協助擋沙板使井外砂不會進入集水井內。當整支濾水管全部噴沉至需要之深度後,如前f項所述由下往上分層拆除擋沙鋼箱來進行濾水管導槽之封槽工作。 After the pull-out steel box is sprayed to the exposed position to reach the thickness of a steel box, the sand-shielded steel box can be installed back to the upper part to assist in sand blocking; as for the head end of the water filter tube When the wall of the collecting water well is sprayed, if the exposed part of the sand blocking steel box does not reach the thickness of a steel box, first fill the exposed part with a wooden block (27); During the process of sprinkling the water filter pipe, the sand retaining plate is assisted so that the sand outside the well does not enter the collecting well. After the entire filter water pipe is completely sprayed to the required depth, the sand blocking steel box is removed from the bottom to the top as described in item f above to perform the sealing operation of the filter water pipe guide groove.

貳、實施之方式 贰, the way of implementation A、廠內作業:佐以相關圖示及流程圖第8A圖分別說明如下 A. In-plant operation: The following diagrams and flowcharts are shown in Figure 8A. a、濾水管製造 a, filter water pipe manufacturing

步驟a1、濾水管等材料整備:濾水管(7)可使用各種塑膠管、鋼管、不鏽鋼管或玻璃籤維管等材料,在廠內先準備欲使用之管材、管塞及相關配合之管接頭,並備妥濾水網(72)、深度標桿(75)及配重(74)等材料。 Step a1, filter water pipe and other materials: filter water pipe (7) can use a variety of plastic pipe, steel pipe, stainless steel pipe or glass tube and other materials, in the factory first prepare the pipe, pipe plug and related pipe joints to be used, Materials such as water filter (72), depth gauge (75) and counterweight (74) are available.

步驟a2、管身鑽濾水孔:先將分段管材之管身依需求鑽濾水孔(簡稱管段)。 Step a2, the pipe body drilling water hole: firstly, the pipe body of the segmented pipe is drilled according to the demand filter hole (referred to as the pipe section).

步驟a3、濾水管安裝管塞:最接近水邊之管段端部安裝管塞。 Step a3, the water pipe installation pipe plug: the pipe plug is installed at the end of the pipe section closest to the water side.

步驟a4、管外壁濾水網包覆:各管段外壁以濾水網包覆後綑綁確實。 Step a4, the outer wall of the pipe is covered with a water filter net: the outer wall of each pipe section is covered with a water filter net and then bundled.

步驟a5、管底配重安裝:各管段在適當部位安裝配重(簡稱濾水管段)。 Step a5, pipe bottom weight installation: each pipe section is installed with a weight (referred to as a water filter pipe section).

步驟a6、深度標桿製作:深度標桿可用質輕小管徑之塑膠管材分段製作(簡稱桿段),與濾水管段銜接之桿段下方鑽孔以利穿繩將該桿段緊繫在濾水管段之頂部;每組深度標桿將各桿段用管套假組合至所需深度之長度後,再用漆料在管外壁繪上相關之刻度及深度,然後再分拆成整套之深度標桿及管套備用。 Step a6, depth benchmarking: the depth benchmark can be made of plastic tube with small diameter and small diameter (referred to as the rod section), and the hole below the rod section which is connected with the water filter pipe section is used to facilitate the stringing of the pole section. The top of the water pipe section; each set of depth poles will be combined with the pipe sleeves to the required depth, and then the relevant scale and depth will be painted on the outer wall of the pipe, and then split into a full set of depth benchmarks. And the sleeve is ready for use.

步驟a7、濾水管標桿堆置備用:濾水管管段、管接頭及成套之深度標桿等堆置備用。 Step a7, the water filter pipe standard stacking standby: the filter water pipe section, the pipe joint and the set of depth benchmarks are piled up for standby.

b、雙塞噴水頭(設備)之製造(如第2圖、第3圖及第3A圖至第3H圖所示進行以下之作業) b. Manufacture of double plug water jets (equipment) (the following operations are performed as shown in Fig. 2, Fig. 3, and Figs. 3A to 3H)

步驟b1、噴水頭材料整備:在廠內準備欲製造雙塞噴水頭所需之鋼管、鋼鈑、橡膠膜、螺栓、墊圈、螺帽及支輪等材料。 Step b1: Preparation of the water jet head material: Prepare the steel pipe, steel shovel, rubber film, bolts, washers, nuts and support wheels required for the double plug water jet head in the factory.

步驟b2、噴水頭構件製造:將鋼管、鋼鈑、鋼棒及橡膠膜等材料,以裁切、彎曲、鑽孔、磨平、銲接等方式,加工成噴水頭中央管(13)、噴水段上部開孔圓鋼筒(12b:固定橡膠膜之螺帽先焊在鋼筒端部之內壁上)、噴水段下部開孔圓鋼筒(12f:固定橡膠膜之螺帽先焊在鋼筒端部之內壁上)、管塞隔鈑(11i)、管塞端鈑(11k:固定橡膠膜之螺栓先焊在端鈑之內側)上、間隔鈑(11d)、及後支輪固定環鈑(11f)等構件;另外將橡膠膜裁切並鑽孔加工成管塞橡膠膜(11a)與噴水段上部橡膠膜(12a)。 Step b2: manufacturing of water jet head member: processing steel pipe, steel shovel, steel rod and rubber film into a water jet head central pipe (13) and water spray section by cutting, bending, drilling, smoothing, welding, etc. The upper open circular steel cylinder (12b: the nut of the fixed rubber membrane is first welded to the inner wall of the end of the steel cylinder), and the circular steel cylinder of the lower part of the water spray section (12f: the nut of the fixed rubber membrane is first welded to the steel cylinder On the inner wall of the end), the plug of the pipe plug (11i), the end of the pipe plug (11k: the bolt of the fixed rubber film is welded to the inner side of the end turn), the spacer 11 (11d), and the rear support ring 钣(11f) and the like; additionally, the rubber film is cut and drilled into a plug rubber film (11a) and a spray rubber upper portion rubber film (12a).

步驟b3、中央管與圓鋼筒銲接:將噴水頭中央管(13)與噴水段上、下部開孔圓鋼筒(12b及12f)以全周銲銲接在一起。 Step b3: welding the central pipe and the round steel cylinder: welding the central pipe (13) of the water jet head and the upper and lower circular steel cylinders (12b and 12f) of the water spray section with the whole circumference.

步驟b4、中央管與端鈑隔鈑銲接:接著再將管塞隔鈑(11i)及管塞端鈑(11k)以全周銲銲接在噴水頭中央管(13)上。 Step b4, the central pipe and the end 钣 are welded: then the pipe plug (11i) and the pipe end 钣 (11k) are welded to the spray head central pipe (13) by full circumference.

步驟b5、安裝噴水段橡膠膜:將噴水段上部橡膠膜(12a)及兩端之管塞橡膠膜(11a)內側置入管塞隔鈑(11i)及噴水段上部開孔圓鋼筒之間,在上半部以間隔鈑(11d)居中夾住噴水段上部橡膠膜與管塞橡膠膜,然後用螺栓穿過墊圈、管塞隔鈑、兩橡膠膜、間隔鈑及上部圓鋼筒端部,並鎖定焊在噴水段上部開孔圓鋼筒端部之螺帽上。 Step b5, installing the rubber film of the water spray section: placing the inner rubber film (12a) of the water spray section and the inner side of the pipe rubber film (11a) of the water spray section between the pipe plug partition (11i) and the upper open hole round steel cylinder of the water spray section In the upper part, the upper rubber film and the plug rubber film are sandwiched by the gap 11 (11d), and then bolted through the washer, the pipe plug, the two rubber membranes, the spacer and the upper round steel cylinder end. And locked to the nut of the end of the round steel cylinder at the upper part of the spray section.

步驟b6、安裝管塞橡膠膜:內側管塞橡膠膜(11a)下半部係以間隔鈑(11d)夾住下半部管塞橡膠膜,然後用螺栓穿過墊圈、管塞隔鈑、管塞橡膠膜、間隔鈑及下部圓鋼筒端部,並鎖定焊在噴水段下部開孔圓鋼筒端部之螺帽上;隨後再將兩端管塞橡膠膜外側穿過焊在管塞端鈑(11k)之螺栓後再用橡膠膜固定鈑(11b)夾住,然後以螺帽及墊圈固定在兩端管塞之管塞端鈑上。 Step b6, installing the pipe plug rubber film: the lower half of the inner pipe plug rubber film (11a) is sandwiched by the lower half pipe plug rubber film with a spacing 钣 (11d), and then bolted through the gasket, the pipe plug, and the pipe Plug the rubber membrane, the spacer and the end of the lower round steel cylinder, and lock it on the nut of the end of the round steel cylinder at the lower part of the water spray section; then pass the outer side of the rubber membrane at both ends through the welded end The bolt of 钣(11k) is clamped by the rubber film fixing 钣 (11b), and then fixed to the plug end of the pipe plug at both ends by a nut and a washer.

步驟b7、安裝前後支輪:將後支輪固定環鈑(11f)銲接在雙塞噴水頭中央管尾端之下部後,將後支輪(11e)安裝在後支輪固定環鈑上。然後將前支輪(12e)安裝在噴水段下部開孔圓鋼筒之前端。 Step b7, installing the front and rear support wheels: After welding the rear support ring retaining ring (11f) to the lower end of the tail end of the double plug water jet head, the rear support wheel (11e) is mounted on the rear support ring retaining ring. The front support wheel (12e) is then mounted at the front end of the open circular steel cylinder at the lower portion of the spray section.

步驟b8、噴水頭整備待運:雙塞噴水頭在廠內測試完成後,整理包裝準備運至工地使用。 Step b8, the water jet head is ready for transportation: after the in-plant test is completed, the double plug water jet head is packed and ready for shipment to the construction site.

c、擋沙板總成製造(如第6F圖至第6H圖所示,進行以下之作業) c. Manufacturing of the sand board assembly (as shown in Figures 6F to 6H, perform the following operations)

步驟c1、擋沙板總成材料整備:在廠內先準備製造擋沙板總成之板材,如木板、鋼板、C形鋼、擋沙板止水帶(21f)、擋沙片板連接鈑(21d)、導槽半柔性填充材(21j)、螺栓及螺帽等材料。 Step c1. Fixing the sand board assembly material: Prepare the board for the sand board assembly in the factory, such as wood board, steel plate, C-shaped steel, sand board water stop belt (21f), sand shield connection. (21d), semi-flexible filler material (21j), bolts and nuts.

步驟c2、擋沙片板加工:將木板裁切及磨平加工成片板,再於片板上、下緣適當位置安裝擋沙片板連接鈑(21d)後,在連接鈑上鑽孔供連接鈑易卸螺栓(21c)穿過來供與其他片板連接,如此則完成擋沙片板(21a)之製作。 Step c2: processing the sand board: cutting and smoothing the board into a sheet, and then installing the sand board connection 钣 (21d) at a suitable position on the board and the lower edge, and drilling the hole on the connecting raft The connecting and unloading bolts (21c) are passed through for connection with other sheets, thus completing the production of the sand blocking plate (21a).

步驟c3、環濾水管擋沙片板加工:將一面擋沙片板中央開圓孔,其大小可容納濾水管及環濾水管防水膠圈(21g),如此即成環濾水管擋沙片(21b)。 Step c3, ring filter water block sand plate processing: open a hole in the center of the sand block, the size of which can accommodate the water filter pipe and the ring water filter waterproof rubber ring (21g), so that the ring filter water block sand ( 21b).

步驟c4、擋沙板導槽加工:將C形鋼裁切成配合集水井段高度之長度,然後在C形鋼內裝入導槽半柔性填充材(21j)而成擋沙板導槽(21e)。 Step c4: processing the sand guide groove: cutting the C-shaped steel into the length of the height of the collecting well section, and then loading the semi-flexible filler material (21j) into the C-shaped steel to form a sand guide channel ( 21e).

步驟c5、擋沙板吊架製造:將鋼板裁切、磨平及銲接加工成吊架形狀,再於下緣適當位置鑽孔供連接鈑易卸螺栓(21c)穿過,來供該擋沙板吊架(21h)與其他片板連接。 Step c5: Sand plate hanger manufacturing: cutting, smoothing and welding the steel plate into a hanger shape, and then drilling a hole at a suitable position on the lower edge for connecting the easy-loading bolt (21c) for the sand blocking The plate hanger (21h) is connected to other plates.

步驟c6、擋沙板總成構件堆置備用:將完成之擋沙板總成之構件,如擋沙片板、環濾水管擋沙片板、擋沙板導槽、擋沙板止水帶、擋沙板吊架、螺栓及螺帽等裝箱整理在廠內堆置供備用。 Step c6, the sand board assembly components are stacked and spared: the components of the sand blocking board assembly to be completed, such as sand blocking plate, ring filter water blocking sand plate, sand blocking plate guiding groove, sand blocking plate sealing belt Packing and sorting such as sand board hangers, bolts and nuts are piled up in the factory for backup.

d、擋沙鋼箱製造(如第6K圖所示,進行以下之作業) d. Manufacturing of sand-shielding steel box (as shown in Figure 6K, carry out the following operations)

步驟d1、鋼箱材料整備:在廠內先準備製造擋沙鋼箱(22)之鋼鈑、鋼棒、埋入混凝土內螺紋套筒(22b)及鋼箱螺栓、螺帽及墊圈等材料。 Step d1, steel box material preparation: In the factory, first prepare the steel shovel, steel rod, embedded concrete internal thread sleeve (22b) and steel box bolts, nuts and washers.

步驟d2、鋼箱鋼鈑鋼棒加工:首先將鋼鈑裁切並鑽孔成鋼箱之鈑材及將鋼棒裁切並彎成鋼箱把手(22c)。 Step d2: Steel box steel bar processing: Firstly, the steel file is cut and drilled into a steel box coffin and the steel bar is cut and bent into a steel box handle (22c).

步驟d3、梯形鋼箱組合焊接:再將梯形鋼箱之鈑材及把手銲接成梯形鋼箱(22a1)。 Step d3. Combination of trapezoidal steel box welding: The coffin and handle of the trapezoidal steel box are welded into a trapezoidal steel box (22a1).

步驟d4、楔形鋼箱組合焊接:復將楔形鋼箱之鈑材及把手銲接成楔形鋼箱(22a2)。 Step d4, wedge-shaped steel box combination welding: the coffin and the handle of the wedge-shaped steel box are welded into a wedge-shaped steel box (22a2).

步驟d5、鋼箱整備待運:將完成之梯形鋼箱(22a1)、楔形鋼箱(22a2)相鄰之內壁以鋼箱螺栓、螺帽及墊圈(22d)連接,然後與埋入混凝土內之螺紋套筒(22b)及鋼箱螺栓、螺帽及墊圈(22d)等材料裝箱整理在廠內堆置供備用。 Step d5, the steel box is ready for transportation: the inner wall adjacent to the completed trapezoidal steel box (22a1) and the wedge-shaped steel box (22a2) is connected by steel box bolts, nuts and washers (22d), and then embedded in the concrete. The threaded sleeve (22b) and the steel box bolts, nuts and washers (22d) are packed in the factory for storage.

e、集水井(設備)之製造(如第6圖及第6A圖至第6G圖所示,進行以下之作業) e. Manufacturing of collection wells (equipment) (as shown in Figure 6 and Figures 6A to 6G, the following operations are performed)

步驟e1、集水井材料整備:在廠內先準備製造集水井之模板、鋼筋(23)、待銜接鋼筋保護膠套(22e)、吊環及錨筋(26)等材料。 Step e1: Set the water well material: prepare the template for the water collecting well, the steel bar (23), the steel protective rubber sleeve (22e) to be connected, the lifting ring and the anchor rib (26).

步驟e2、內模及底模或刃腳組立:先組立集水井井底段(2A)含刃腳之內模及集水井井身段(2B)之內模及底模。 Step e2, the inner mold and the bottom mold or the blade legs are assembled: firstly, the inner mold of the water collecting well bottom section (2A) and the inner mold and the bottom mold of the collecting well shaft section (2B) are assembled.

步驟e3、集水井鋼筋組立:接著進行井底段及井身段之鋼筋組立。 Step e3: Reinforcement assembly of the collecting well: Next, the steel bars of the bottom section and the well section are assembled.

步驟e4、集水井外模組立:然後進行井底段及井身段之外模組立及固定工作。 Step e4, the outer module of the collecting well: then the module standing and fixing work outside the well section and the well section.

步驟e5、安裝鋼箱及擋沙板導槽:接著在井壁之開槽處安裝含導槽半柔性填充材之擋沙板導槽及擋沙鋼箱而成濾水管導槽(20)。 Step e5, installing the steel box and the sand blocking plate guide groove: then installing the sand blocking plate guide groove and the sand blocking steel box forming the filter water guiding channel (20) with the semi-flexible filling material of the guiding groove at the slot of the well wall.

步驟e6、安裝吊環及錨筋:隨後在井壁頂安裝吊裝用之吊環及錨筋。 Step e6, installing the lifting ring and the anchoring rib: then installing the lifting ring and the anchoring rib for lifting at the top of the well wall.

步驟e7、井身或井底段澆置混凝土:然後進行井身及井底段混凝土之澆置。 Step e7, pouring concrete in the well body or the bottom section: then pouring the concrete body and the bottom section of the concrete.

步驟e8、集水井混凝土養護:井身段及井底段完成混凝土之澆置後,進行混凝土之養護工作。 Step e8: Concrete maintenance of water collecting well: After the concrete is poured in the well section and the bottom section, the concrete maintenance work is carried out.

步驟e9、集水井內外模拆除:井身段及井底段完成混凝土養護後進行集水井內外模及底模之拆除,然後再將該內外模整理後供後續井身段或井底段組模用。 Step e9: Demolition of the inner and outer molds of the collecting well: After the concrete is maintained in the well section and the bottom section, the inner and outer molds and the bottom mold of the collecting well are removed, and then the inner and outer molds are arranged for use in the subsequent well section or the bottom section.

步驟e10、井身段或井底段整備待運:將完成後之井身段及井底段在廠內堆置供備用。 Step e10, the well section or the bottom section of the well is ready for transportation: the well section and the bottom section of the well are piled up for storage in the factory.

B、現場作業:佐以相關圖示及流程圖第8B圖分別說明如下 B. On-site operation: The following diagrams and flowcharts are shown in Figure 8B. f、集水井下沉:(如第7A圖至第7C圖所示,進行以下之作業) f. Settling well sinking: (As shown in Figures 7A to 7C, perform the following operations)

步驟f1、整地:在預定埋設集水井地點之地表面進行整地壓實,並將朝向水邊預定放置濾水管之帶狀區域之地表面整理平順。 Step f1: Preparation: The surface preparation is carried out on the surface of the ground where the collection well is scheduled to be buried, and the surface of the strip-shaped area where the water filter is scheduled to be placed next to the water edge is smoothed.

步驟f2、集水井井底段吊置:用起重機械吊置井底段,並使其濾水管導槽朝向水邊,然後吊置於預定下沉地點上。 Step f2: Hanging the bottom section of the water collecting well: hoisting the bottom section of the well with a lifting device, and making the water guiding pipe guide groove facing the water side, and then hanging on the predetermined sinking point.

步驟f3、集水井井底段下沉:以挖掘機械進行井底段內挖掘作業,利用井底段自重下沉,持續施工至井底段之壁頂近地表面,若井壁摩阻力太大則於井壁頂加載壓重來輔助集水井下沉。 Step f3: sinking the bottom section of the collecting well: using the excavating machine to carry out the excavation work in the bottom section of the well, using the bottom section of the well to sink and carry out the construction to the near surface of the wall top of the bottom section, if the wall friction resistance is too large The pressure is applied to the top of the well wall to assist the sinking of the collecting well.

步驟f4、井身銜接面封漿處理:當井底段下沉完成後,在吊置井身段前先在壁頂塗佈一層速凝混凝土沙漿做為與下一井身段壁底面之接合劑以防井外沙由接面流入井內。 Step f4, sealing the sealing surface of the well body: after the bottom section of the well is completed, a layer of quick-setting concrete mortar is coated on the top of the wall as a bonding agent with the bottom surface of the next well wall before the hanging body section is suspended. The sand outside the well is prevented from flowing into the well by the joint.

步驟f5、集水井井身段吊置:接著吊置井身段,並使其濾水管導槽朝向水邊與井底段頂面密接,若濾水管導槽之擋沙鋼箱間有間隙,則暫用 碎布等材料阻塞以防井外沙由該間隙流入井內。 Step f5: hoisting the well section of the collecting well: then hoisting the well section, and making the drainage pipe guide groove close to the water edge and the top surface of the bottom section of the well. If there is a gap between the sand shields of the filter water guiding channel, temporarily use Materials such as rags are blocked to prevent the sand outside the well from flowing into the well from the gap.

步驟f6、集水井井身段下沉:然後繼續以挖掘機械進行井身段內挖掘作業,持續施工至井身段之壁頂下沉至近地表面。 Step f6: sinking the well section of the collecting well: then continue to excavate the wellbore section with the excavating machine, and continue construction until the top of the wellbore section sinks to the near surface.

步驟f7、後續井身段吊置下沉:重複步驟f4至步驟f6進行後續井身段接面封漿處理、井身段吊置及下沉等作業,直至井底段下沉至需要之深度。 Step f7: Suspending the sinking of the subsequent well body section: repeating steps f4 to f6 to perform the subsequent sealing process of the well body section sealing, sinking and sinking of the well body section until the bottom section of the well sinks to the required depth.

步驟f8、集水井澆置封底混凝土:當集水井之井底段及各井身段下沉完成後,則以混凝土封閉井底段底部來完成封底。 Step f8: pouring the bottom sealing concrete in the collecting well: after the bottom section of the collecting well and the sinking of each well section are completed, the bottom of the bottom section of the well is closed by concrete to complete the sealing.

g、濾水管現場安裝(如第6F圖至第6H圖所示,進行以下之作業) g. On-site installation of the water filter pipe (as shown in Figures 6F to 6H, perform the following operations)

步驟g1、安裝環濾水管擋沙片板:在近地表之井身段頂部暫拆移頂部擋沙鋼箱,經移除導槽內之導槽半柔性填充材後,接著由擋沙板導槽將環濾水管擋沙片板(21b)插入。 Step g1, installing a ring water filter block sand plate: temporarily disassembling the top sand shield steel box at the top of the well body near the surface, after removing the semi-flexible filler material in the guide groove in the guide groove, and then the sand guide groove The ring filter block sand plate (21b) is inserted.

步驟g2、濾水管安裝:接著將濾水管管段頭端穿入環濾水管擋沙片板之開孔內,並以環濾水管防水膠圈(21g)將管段與該片板間之孔隙密封,接著將擋沙鋼箱或木墊塊裝回濾水管上方(若開口深度超過一個鋼箱厚度時則裝回擋沙鋼箱,否則以木墊塊及碎布填補);然後繼續朝水邊(管尾端)銜接後續之濾水管段直至所需之長度來完成濾水管之安裝。 Step g2, installation of the water filter pipe: then inserting the head end of the filter water pipe pipe into the opening of the ring filter water blocking plate, and sealing the hole between the pipe segment and the plate with a ring water filter waterproof rubber ring (21g). Then put the sand-proof steel box or wooden block back above the filter water pipe (replace the sand-proof steel box if the opening depth exceeds the thickness of one steel box, otherwise fill it with wooden blocks and rags); then continue to the water side (tube tail) End) Connect the subsequent water filter section to the required length to complete the installation of the water filter.

步驟g3、安裝擋沙片板及吊架:隨後於環濾水管擋沙片板上安裝擋沙片板(21a)及擋沙片板吊架(21h),各片板間於裝上擋沙板止水帶(21f)後,再以擋沙片板連接鈑(21d)及易卸螺栓(21c)連接。 Step g3. Install the sand shield plate and the hanger: then install the sand shield plate (21a) and the sand plate hanger (21h) on the ring filter sand shield plate, and install the sand shield between the plates. After the water stop belt (21f), connect the sand shield (21d) and the easy-discharge bolt (21c).

步驟g4、濾水管上安裝深度標竿:最後在濾水管噴沉前,每隔適當距離在濾水管頂安裝深度標竿(75)並以臨時支架支撐,以供濾水管噴沉之過程中監測濾水管下沉之深度,使噴沉之濾水管能在控制在同一深度。 Step g4, install the depth mark on the water filter pipe: Finally, before the water filter pipe is sprayed, install the depth mark (75) at the appropriate distance from the top of the filter water pipe and support it with temporary support to monitor the process of the water pipe spray. The depth of the water filter pipe sinks so that the water filter pipe can be controlled at the same depth.

h、噴沉設備安裝(如第7D圖所示,進行以下之作業) h. Installation of the squirting equipment (as shown in Figure 7D, perform the following operations)

步驟h1、安裝工作台及推拉千斤頂:在集水井內安裝工作台(8)及水管推拉千斤頂(83),並於千斤頂前裝上水管夾(84)。 Step h1, installing the workbench and pushing and pulling the jack: installing a workbench (8) and a water pipe push-pull jack (83) in the collecting well, and installing a water pipe clamp (84) in front of the jack.

步驟h2、安裝高壓水泵及水管架:並於集水井外安裝高壓水管架(81)及高壓水泵(82),並接妥配合之高壓水管及相關之控制設備。 Step h2: Install a high-pressure water pump and a water pipe rack: install a high-pressure water pipe rack (81) and a high-pressure water pump (82) outside the water collecting well, and connect the high-pressure water pipe and related control equipment.

步驟h3、安裝雙塞噴水頭:將噴沉用之雙塞噴水頭(1)吊入集水井內,經濾水管頭端部納入濾水管內,並接妥高壓水管(11g)及水管夾(84)。 Step h3, install the double plug water jet head: hang the double plug water spray head (1) for the spray sink into the water collecting well, into the water filter water pipe through the end of the filter water pipe head, and connect the high pressure water pipe (11g) and the water pipe clamp ( 84).

步驟h4、井外挖掘供水池及排沙池:於集水井外適當位置挖掘供水池(85)及排沙池(未標示)。 Step h4, digging the water supply pool and the sand discharge pool outside the well: excavating the water supply tank (85) and the sand discharge pool (not marked) at appropriate positions outside the water collection well.

步驟h5、集水井底安裝排沙泵:於集水井內安裝排沙泵(89)並接妥配合之排沙管至排沙池(未標示)。 Step h5, installing a sand pump at the bottom of the water collecting well: installing a sand discharging pump (89) in the collecting well and connecting the sand discharging pipe to the sand discharging pool (not labeled).

i、濾水管噴沉施工(如第6I圖至第6J圖及第7E圖至第7M圖所示,進行以下之作業) i. Sprinkler construction (as shown in Figures 6I to 6J and 7E to 7M, perform the following operations)

步驟i1、濾水管第一階段由管尾端噴沉:當裝妥濾水管、噴沉設備及接妥高壓水管(11g)後即進行濾水管之噴沉作業,先用水管夾(84)將雙塞噴水頭後之高壓水管夾住後,再以水管推拉千斤頂(83)將噴水頭推送至管尾端(靠水側),然後依壹.1.c節所述之在濾水管內噴沉之作業方式(簡稱噴沉作業)進行濾水管管尾端至近集水井管頭端之第一階段同深度之噴沉作業。 Step i1: The first stage of the water filter pipe is sprayed from the end of the pipe: when the filter water pipe, the spray equipment and the high-pressure water pipe (11g) are installed, the water spray pipe is sprayed, and the water pipe clamp (84) will be used first. After the high-pressure water pipe behind the double-spray nozzle is clamped, push the water-jet head to the end of the pipe (on the water side) with a water pipe push-pull jack (83), and then spray it in the water filter pipe as described in Section 1.c. The operation mode of Shen (referred to as the sinking operation) carries out the first stage of the same depth and the same depth of the filter pipe end to the end of the pipe head.

步驟i2、濾水管第一階段噴沉至管頭端:當噴沉作業至近集水井井壁時,為使濾水管頭端於噴沉後能下沉,則依壹.2.h節(擋沙鋼箱工作原理)所述先將濾水管下方之擋沙鋼箱(含木墊塊及碎布)暫時移開,俟濾水管頭端及擋沙板依壹.2.f節(擋沙板總成工作原理)下沉至定位後,再將擋沙鋼箱回裝於濾水管上方,並將濾水管周圍之空隙以木墊塊及碎布暫時封塞來完成濾水管第一階段同深度之噴沉作業。 Step i2, the first stage of the water filter pipe is sprayed to the end of the pipe head: when the spray water is sprayed to the well wall of the near water collecting well, in order to make the head end of the water filter pipe sink after the spray, the 壹.2.h section The working principle of the sand steel box) firstly remove the sand-proof steel box (including the wooden block and rag) under the water filter pipe, and the head end of the filter water pipe and the sand-retaining plate are nestled. 2.F (the total sand-blocking plate) After working to sink, the sand-blocking steel box is placed over the filter water pipe, and the gap around the filter water pipe is temporarily sealed with wooden blocks and rags to complete the first stage of the water filter pipe. Sink homework.

步驟i3、濾水管第二階段由管尾端噴沉:接著用水管推拉千斤頂將噴水頭再推送至管尾端,然後再進行濾水管管尾端至近集水井管頭端之第二階段同深度之噴沉作業。 Step i3, the second stage of the water filter pipe is sprayed from the end of the pipe: then the water pump is pushed and pushed to the end of the pipe by the push-pull jack, and then the second stage of the filter pipe end is connected to the pipe end of the near-water collecting well. Sinking operation.

步驟i4、濾水管第二階段噴沉至管頭端:重覆步驟i1至i3來完成濾水管深度更深之第二階段同深度之噴沉作業。 Step i4, the second stage of the water filter pipe is sprayed to the pipe end: the steps i1 to i3 are repeated to complete the second stage of the same depth of the water filter pipe.

步驟i5、後續濾水管噴沉:重覆步驟i3及步驟i4來完成濾水管後續深度之各階段噴沉之作業,使濾水管深度到達需求之深度。 Step i5, subsequent water filter spray: repeat step i3 and step i4 to complete the operation of the subsequent stages of the water filter, so that the depth of the water filter reaches the depth of the demand.

步驟i6、移除集水井內噴沉設備:當濾水管噴沉至需求深度後,移除集水 井內雙塞噴水頭、推拉千斤頂及高壓水管等噴沉設備後,以濾水管管塞(71)將濾水管管頭端暫時封閉。 Step i6: Removing the sinking device in the collecting well: removing the water collecting water after the water filtering pipe is sprayed to the required depth After the sprinkler equipment such as the double plug nozzle, the push-pull jack and the high-pressure water pipe in the well, the head end of the filter water pipe is temporarily closed by the filter water pipe plug (71).

步驟i7、井壁濾水管導槽封閉:分階段拆除濾水管導槽內之擋沙鋼箱及木墊塊後,如前壹.2.f節所述分階段移除鋼筋保護膠套,然後將集水井待銜接鋼筋以焊接或續接器續接後,再組立側模然後澆置混凝土來完成濾水管導槽之封閉工作。 Step i7, closing the drainage wall guide groove of the well wall: after removing the sand-proof steel box and the wooden block in the guide channel of the filter water pipe in stages, remove the steel protection rubber sleeve in stages as described in Section 2.f. After the water collecting wells are connected to the steel bars to be welded or the splicing device is continued, the side molds are assembled and then the concrete is poured to complete the sealing work of the water filter water guiding channels.

步驟i8、移除井內剩餘設施及吊除擋沙板:接著拆除側模及移除井內工作台等剩餘設施後吊除濾水管導槽內之擋沙板。 Step i8: Remove the remaining facilities in the well and remove the sand blocking board: then remove the side molds and remove the remaining facilities such as the well working table, and then lift the sand blocking plate in the water guiding channel guide.

步驟i9、移除井內外剩餘之噴沉設備及安裝抽水機及其控制設備:最後移除集水井外高壓水管架及高壓水泵等噴沉設備,並將集水井外供水池及排沙池回填以恢復原地貌,最後於井內裝妥抽水機及其控制設備後,移除排沙泵則完成本項以雙塞噴水頭噴沉濾水管工法取水之工程。 Step i9: removing the remaining sinking equipment inside and outside the well and installing the water pump and its control equipment: finally removing the water pumping equipment such as the high pressure water pipe rack and the high pressure water pump, and backfilling the water supply well and the sand pool After reverting to the original landform, and finally installing the pump and its control equipment in the well, the sand removal pump is removed to complete the project of taking water from the double-spray head spray-spraying method.

1‧‧‧雙塞噴水頭 1‧‧‧Double jet head

11g‧‧‧高壓水管 11g‧‧‧High pressure water pipe

13c‧‧‧高壓噴流 13c‧‧‧High pressure jet

2‧‧‧集水井 2‧‧‧ collecting wells

20‧‧‧濾水管導槽 20‧‧‧Water filter guide

21a‧‧‧擋沙片板 21a‧‧‧ Sand screen

21b‧‧‧環濾水管擋沙片板 21b‧‧‧Ring water filter block sand plate

21e‧‧‧擋沙板導槽 21e‧‧ ‧ sand board guide

21g‧‧‧環濾水管防水膠圈 21g‧‧‧Water filter waterproof rubber ring

21h‧‧‧擋沙片板吊架(簡稱吊架) 21h‧‧‧Sand plate hanger (referred to as hanger)

21j‧‧‧擋沙板導槽半柔性填充材 21j‧‧‧Sand board guide slot semi-flexible filler

22‧‧‧擋沙鋼箱 22‧‧‧Sand steel box

23‧‧‧鋼筋 23‧‧‧Rebar

24‧‧‧混凝土 24‧‧‧ concrete

26‧‧‧吊環及錨筋 26‧‧‧rings and anchors

7‧‧‧濾水管 7‧‧‧Water pipe

71‧‧‧濾水管管塞 71‧‧‧Water filter pipe plug

72‧‧‧濾水網 72‧‧‧Water filter network

73‧‧‧濾水孔 73‧‧‧Water drain

74‧‧‧配重 74‧‧‧weight

75‧‧‧深度標竿 75‧‧‧Deep standard

8‧‧‧工作台 8‧‧‧Workbench

81‧‧‧高壓水管架 81‧‧‧High pressure hose rack

82‧‧‧高壓水泵 82‧‧‧High pressure water pump

83‧‧‧水管推拉千斤頂 83‧‧‧Water pipe push-pull jack

84‧‧‧水管夾 84‧‧‧ water pipe clamp

85‧‧‧供水池 85‧‧‧Water supply pool

86‧‧‧沙層 86‧‧‧ sand layer

87‧‧‧沙岸下水位面 87‧‧‧ Sandy water level

89‧‧‧排沙泵 89‧‧‧ sand pump

Claims (4)

一種在沙岸邊沙層以雙塞噴水頭噴水沉埋濾水管之取水工法,其實施步驟包含:g1,安裝環濾水管擋沙片板於集水井之擋沙板導槽;g2,濾水管管段安裝於環濾水管擋沙片板內,並銜接後續之濾水管段;g3,安裝擋沙片板及吊架於環濾水管擋沙片板上;g4,濾水管上安裝深度標竿及其支架;h1,安裝工作台及推拉千斤頂;h2,安裝高壓水泵及水管架;h3,雙塞噴水頭由集水井裝入濾水管內,並接妥高壓水管;h4,井外挖掘供水池及排沙池;h5,集水井底安裝排沙泵;i1,雙塞噴水頭移至濾水管尾端(靠水邊)進行第一階段同深度之噴沉;i2,濾水管第一階段同深度噴沉至管頭端,移動擋沙板及鋼箱來擋沙;i3,雙塞噴水頭再移至濾水管尾端(靠水邊)進行第二階段同深度之噴沉;i4,濾水管第二階段同深度噴沉至管頭端,移動擋沙板及鋼箱來擋沙;i5,後續濾水管噴沉,重覆步驟i3及i4使濾水管噴沉至所需之深度;i6,移除集水井內噴沉設備後,濾水管端以管塞暫時封閉;i7,拆除濾水管導槽內之擋沙設備後,將濾水管導槽以鋼筋混凝土 封閉;i8,移除井內剩餘設施及吊除擋沙板;i9,移除井內外剩餘之噴沉設備及安裝抽水機及其控制設備。 A water-removing method for water-spraying and filtering water pipes in a sand layer on a sand bank with a double plug nozzle, the implementation steps include: g1, installing a ring filter water blocking sand plate to the sand blocking channel of the collecting well; g2, water filter pipe The pipe section is installed in the ring filter plate of the ring filter pipe and is connected to the subsequent filter pipe section; g3, the sand shield plate and the hanger are installed on the sand filter plate of the ring filter; g4, the depth mark is installed on the filter water pipe and Its support; h1, installation workbench and push-pull jack; h2, installation of high-pressure water pump and water pipe rack; h3, double plug water jet head is filled into the filter water pipe from the water collecting well, and the high-pressure water pipe is connected; h4, the water supply pool and the excavation Sand draining tank; h5, sand pump installed at the bottom of the water collecting well; i1, double plug water jet head moved to the end of the water filter pipe (by the water side) for the first stage of the same depth of sinking; i2, the same stage of the water filter Spray to the end of the pipe, move the sand blocking plate and steel box to block the sand; i3, double plug nozzle and then move to the end of the filter pipe (by the water) for the second stage of the same depth of sinking; i4, water filter In the second stage, the same depth is sprayed to the end of the pipe, and the sand blocking plate and steel box are moved to block the sand; i5, subsequent drainage Spraying, repeating steps i3 and i4 to spray the filter pipe to the required depth; i6, after removing the sinking device in the collecting well, the filter pipe end is temporarily closed with a pipe plug; i7, remove the water filter pipe guide After the sand blocking device, the filter water conduit is reinforced concrete Closed; i8, remove the remaining facilities in the well and remove the sand board; i9, remove the remaining sinking equipment inside and outside the well and install the pump and its control equipment. 依據申請專利範圍第1項之取水工法,其中集水井之設備,其特徵為:由集水井井底段及數個集水井井身段所構成,井底段設有刃腳,井底段及各井身段井壁上均設有濾水管導槽,而在濾水管導槽近中間處有暫時連接兩側井壁之擋沙鋼箱;在濾水管導槽近外壁處設有用來引導連接濾水管之環濾水管擋沙片板及擋沙片板內附導槽半柔性填充材之擋沙板導槽,於濾水管噴沉作業時能沿該擋沙板導槽下降。 According to the water intake method of the first application of the patent scope, the equipment for collecting water wells is characterized by: a bottom section of a water collecting well and a plurality of collecting well shaft sections, the bottom part of the well is provided with a cutting edge, a bottom section and each A drainage pipe guide groove is arranged on the well wall of the well body, and a sand blocking steel box for temporarily connecting the well walls on both sides is arranged near the middle of the filter water pipe guide; and a filter water pipe is arranged at the outer wall of the filter water pipe guide groove. The sand filter guide plate of the semi-flexible filler material with the guide groove in the sand filter plate and the sand shield plate can be lowered along the guide groove of the sand shield during the water spray pipe sinking operation. 一種用於如請求項1取水工法之雙塞噴水頭設備,其特徵為:該噴水頭之兩端為管塞,兩管塞間為噴水段,係由管壁具有中央管通水孔之噴水頭中央管、噴水段上部開孔圓鋼筒、噴水段下部開孔圓鋼筒、噴水段上部橡膠膜組成之噴水段;兩端由管塞隔鈑、管塞端鈑、橡膠膜固定鈑、間隔鈑及管塞橡膠膜組成之管塞;及裝於噴水段下部開孔圓鋼筒前端之前支輪與裝於後支輪固定環鈑上之後支輪所構成。 The utility model relates to a double plug water jet head device according to the water supply method of claim 1, which is characterized in that: the water spray head has a pipe plug at both ends, and the two pipe plugs are spray water sections, and the pipe wall has a water spray of the central pipe through the water hole. The central pipe of the head, the circular steel cylinder at the upper part of the water spray section, the round steel cylinder at the lower part of the water spray section, and the water spray section composed of the upper rubber film of the water spray section; the two ends are separated by a pipe plug, the pipe plug end, the rubber film is fixed, a pipe plug composed of a spacer and a rubber membrane of a pipe plug; and a support wheel which is installed on the front end of the circular steel cylinder at the lower part of the water spray section and is mounted on the fixed ring of the rear support wheel. 一種用於製造如請求項3之雙塞噴水頭設備之製造方法,其步驟包含:b1,噴水頭材料整備;b2,將材料加工成噴水頭之中央管、各式開孔圓鋼筒、各式隔鈑、各式端鈑、間隔鈑、各式固定環鈑、橡膠膜固定鈑、各式橡膠膜等構件;b3,中央管與噴水段上、下部開孔圓鋼筒銲接在一起;b4,管塞端鈑及隔鈑與噴水頭中央管銲接; b5,配合管塞隔鈑與間隔鈑將橡膠膜安裝在噴水段;b6,配合管塞隔鈑與間隔鈑將塞橡膠膜安裝在管塞端鈑上;b7,將前、後支輪分別安裝在噴水段下部開孔圓鋼筒之前端與中央管尾端下部之固定環鈑上;b8,噴水頭測試後整備待運。 A manufacturing method for manufacturing the double plug water jet head device according to claim 3, the steps comprising: b1, the water jet head material is prepared; b2, the material is processed into a central pipe of the water jet head, various open round steel cylinders, each Type partition, various end turns, spacers, various fixed rings, rubber film fixed jaws, various rubber membranes and other components; b3, the central pipe is welded with the upper and lower open round steel cylinders of the water spray section; b4 , the pipe plug end and the gutter are welded to the central pipe of the sprinkler head; B5, the rubber membrane is installed in the water spray section with the pipe plug partition and the spacer ;; b6, the rubber film is installed on the pipe plug end with the pipe plug partition and the spacer ;; b7, the front and rear support wheels are respectively installed The lower end of the water spray section has a fixed ring on the lower end of the round steel cylinder and the lower end of the central pipe; b8, the water jet head is ready for transport after testing.
TW103102585A 2014-01-24 2014-01-24 Under sand layer seepage-pipe double stoppers jetting and sinking taking water method and equipments and equipments manufactured method TWI577856B (en)

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TWI410553B (en) * 2010-11-08 2013-10-01 Hsiang Jung Lin Seepage-pipe pushing method at sand bank

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI410553B (en) * 2010-11-08 2013-10-01 Hsiang Jung Lin Seepage-pipe pushing method at sand bank

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