JP4691519B2 - Increased pressure water supply system for medium to high-rise buildings - Google Patents

Increased pressure water supply system for medium to high-rise buildings Download PDF

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JP4691519B2
JP4691519B2 JP2007060422A JP2007060422A JP4691519B2 JP 4691519 B2 JP4691519 B2 JP 4691519B2 JP 2007060422 A JP2007060422 A JP 2007060422A JP 2007060422 A JP2007060422 A JP 2007060422A JP 4691519 B2 JP4691519 B2 JP 4691519B2
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JP2008223269A (en
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真治 清水
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Teral Inc
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この発明は、水道用配水管に直結し、且つ配水管に増圧ポンプを配置して、特に20階以上の中高層建物の各階に、適度に加圧された給配水を行なうようにした増圧給水システムの改良に関する。   The present invention is a pressure booster that is directly connected to a water pipe for water supply and has a pressure booster pump arranged in the water pipe so as to supply and distribute moderately pressurized water to each floor of middle and high-rise buildings of 20 floors or more. It relates to the improvement of the water supply system.

従来、中高層建物の給水において、低位置に置かれた受水槽からポンプにより増圧した水を高層階に供給する給水システムが普及しているが、給水系統を1系統とすると、下層階において給水圧力が過大となり、水栓・器具等の使用に支障を来たしたり、騒音やウオーターハンマー現象等が起こり、水栓や下層階における減圧弁等の部品に磨耗を生じさせ、部品の寿命が短くなる欠点があった。そこで中高層建物において、給水区分を複数系統に分け、各系統に夫々中間水槽、高層水槽、中間増圧ポンプ等を適宜配置した、ゾーニング方式が普及している。   Conventionally, in the water supply of medium- and high-rise buildings, a water supply system that supplies water that has been boosted by a pump from a water receiving tank placed at a low position to a high-rise floor has become widespread. Excessive pressure may interfere with the use of faucets and appliances, and noise and water hammer may occur, causing wear on faucets and pressure reducing valves on lower floors, shortening the life of parts. There were drawbacks. Therefore, zoning systems in which water supply sections are divided into a plurality of systems and intermediate water tanks, high-rise water tanks, intermediate pressure increasing pumps, and the like are appropriately disposed in each system in middle- and high-rise buildings have become widespread.

他方、受水槽を廃して水道管にポンプを直結し、増圧ポンプとして使用する、本管直結型給水システムが、省エネルギー及び特に高層階での受水槽を廃したことによる建物構造の改良として注目されている。この本管直結給水システムにも前記ゾーニング方式が導入され、例えば特許第3301860号(特許文献1)に開示されているように、中高層建物の各階床を、下側から順次数群の階床群に分割し、下階床群に属する階床に対する給水は水道用配水管に直結された下階床群用給水管により行ない、下階床群以外の階床群に属する階床に対する給水は、各階床群毎に、夫々専用の増圧ポンプの吐出側に接続された夫々の高階床群用給水管により行なうようにした給水システムが知られている。
特許第3301860号
On the other hand, the main water supply type water supply system, which is used as a booster pump by eliminating the water receiving tank and directly connecting the pump to the water pipe, saves energy and is especially noticed as an improvement in the building structure by eliminating the water receiving tank on the higher floors. Has been. The zoning method is also introduced to this main direct water supply system, and as disclosed in, for example, Japanese Patent No. 3318860 (Patent Document 1), each floor of a medium-high-rise building is sequentially divided into several floor groups from the lower side. The water supply to the floor belonging to the lower floor group is performed by the water pipe for the lower floor group directly connected to the water pipe, and the water supply to the floor belonging to the floor group other than the lower floor group is There is known a water supply system in which each floor group is provided by a water pipe for each higher floor group connected to the discharge side of a dedicated booster pump.
Patent No. 3301860

さらに、例えば特許第3302004号(特許文献2)に開示されているように、上記本管直結給水システムにゾーニング方式を採用した場合、各階床群の専用の増圧ポンプの吸込側を、順次、その階床群の下階床群側の給水管に夫々接続して給水を行なうと共に、上記増圧ポンプの内、上階床群側の増圧ポンプが運転を開始したときは、直ぐ下側の階床群の増圧ポンプも同時に運転を開始するように、各増圧ポンプの運転制御も行うことも知られている。
特許第3302004号
Furthermore, as disclosed in, for example, Japanese Patent No. 3302004 (Patent Document 2), when the zoning method is adopted for the main pipe direct water supply system, the suction side of the dedicated booster pump of each floor group is sequentially, Water is supplied by connecting to the water supply pipes on the lower floor group side of the floor group, and when the booster pump on the upper floor group side of the above booster pump starts operation, It is also known to perform operation control of each booster pump so that the booster pumps of the floor groups of the other floors start operating simultaneously.
Patent No. 3302004

しかしながら、水道管の水圧は地域によって差異があり、又1日を通して水圧の変化がある。この現状を踏まえて、地域の如何によらず、中高層階への安定した給水を行なうことが必要である。これに対し、上記特許文献1および2に示された増圧給水システムでは、低階床群には増圧ポンプを用いず水道管の水圧のみで給水が行なわれるので、地域によっては、低階床群及びそれに付随して高階床群にも給水できない事態が生じる恐れがある。   However, the water pressure in water pipes varies from region to region, and there are changes in water pressure throughout the day. Based on this current situation, it is necessary to provide stable water supply to the middle and high floors regardless of the region. On the other hand, in the pressure-increasing water supply system disclosed in Patent Documents 1 and 2, water is supplied only to the water pressure of the water pipe without using a pressure-intensifying pump in the lower floor group, so that depending on the area, the lower floor There is a risk that water may not be supplied to the floor group and the accompanying higher floor group.

また、現行の日本水道協会規格では、増圧ポンプは最高使用圧力は0.75MPaと明記されている。また、ポンプが始動したときの吸込圧力低下は、始動前圧力の25%以内で、0.05MPa以下とすると規定されている。この増圧ポンプを用いた増圧給水システムでは、概ね15階までの中層階建物にしか用いることが出来ない。ところが最近は20階建てを越える高層建築物が増えつつあり、給水管材や増圧ポンプユニットがより高価な材料を用い、高性能なものが要求され、これが中高層建物の建築及び維持管理コストを引き上げる結果になっている、   In addition, the current Japan Water Works Association standard specifies that the maximum operating pressure of the pressure increasing pump is 0.75 MPa. Further, the suction pressure drop when the pump is started is regulated to be 0.05 MPa or less within 25% of the pre-starting pressure. This pressure-increasing water supply system using the pressure-intensifying pump can be used only for middle-rise buildings up to the 15th floor. Recently, however, high-rise buildings with more than 20 stories have been increasing, and water supply pipes and booster pump units use more expensive materials and require high performance, which raises the construction and maintenance cost of medium- and high-rise buildings. The result is

そこでこの発明では、水道管からの給水圧力を増圧して中高層建物の各階床層に給水する中高層建物用増圧給水システムにおいて、前記水道管に逆流防止器を介して直結され、平行配置された2台のユニット内ポンプの吐出側に備えたユニット内圧力タンクと前記2台のユニット内ポンプに平行したバイパス配管とを合わせた後に仕切弁を有し、前記水道管からの給水の圧力を増圧し、低階床層に給水する低階床用増圧ポンプユニットと、当該階床よりも下側の階床群の階床用増圧ポンプユニットの吐出側に直結され、平行配置された2台のユニット内ポンプの吐出側に備えたユニット内圧力タンクと前記2台のユニット内ポンプに平行したバイパス配管とを合わせた後に仕切弁を有し、前記当該階床よりも下側の階床群の階床用増圧ポンプユニットからの給水の圧力を増圧し、中間階床群に給水する中間階床用増圧ポンプユニット及び高階床群に給水する高階床用増圧ポンプユニットと、前記中間階床用増圧ポンプユニット及び前記高階床用増圧ポンプユニットそれぞれの吸込側に連通して設けられ、給水上流側の増圧ポンプユニットで保持していた配管内圧力の低下を抑止する圧力タンクとを有し、前記低階床用増圧ポンプユニットの吸込側の圧力を検知し、前記低階床用増圧ポンプユニットで予め設定した圧力より高い圧力の場合は、前記低階床用増圧ポンプユニット内の前記バイパス配管で給水を行って前記2台のユニット内ポンプは運転せず、前記低階床用増圧ポンプユニットで予め設定した圧力以下の場合は、予め設定した目標圧力となるように前記2台のユニット内ポンプの運転回転数を制御して給水を行い、前記中間階床用増圧ポンプユニット或いは前記高階床用増圧ポンプユニットに対し、当該階床より下側の階床群の階床用増圧ポンプユニットの吐出側配管で保持している圧力で給水を続けることが可能な場合は、前記中間階床用増圧ポンプユニット或いは前記高階床用増圧ポンプユニット内の前記2台のユニット内ポンプは起動せずに前記バイパス配管で給水を行い、前記当該階床より下側の階床群の階床用増圧ポンプユニットの吐出側配管で保持している圧力で給水を続けることができない場合は、前記当該階床より下側の階床群の階床用増圧ポンプユニット内の吐出側配管内の水圧が予め設定した目標圧力となるように、前記当該階床より下側の階床群の階床用増圧ポンプユニットの前記2台のユニット内ポンプの運転回転数を制御して給水を行うことを特徴とする中高層建物用増圧給水システムを提供する。 Therefore, in the present invention, in the pressurized water supply system for middle and high-rise buildings that increases the water supply pressure from the water pipe and supplies water to each floor layer of the middle and high-rise building, it is directly connected to the water pipe via a backflow preventer and arranged in parallel. After combining the unit pressure tank provided on the discharge side of the two unit pumps and the bypass pipe parallel to the two unit pumps, it has a gate valve to increase the pressure of water supply from the water pipe and pressure, with a low floor for pressure increasing pump unit for supplying water to the lower floor layer, is directly connected to the discharge side of the floor for pressure increasing pump unit floor group lower than the floor, disposed in parallel After combining the unit pressure tank provided on the discharge side of the two unit internal pumps and the bypass pipe parallel to the two unit internal pumps, the gate has a gate valve and is located below the floor. Booster pump for floor of floor group The pressure of the feed water from the knit and pressure increase, the higher-order floor pressure increasing pump unit for supplying water to the intermediate floors up floor pressure pump unit and the high floor group to feed water to the intermediate floor group, the intermediate floor floor pressure increasing pump A pressure tank provided in communication with the suction side of each of the unit and the booster pump unit for higher floors, and a pressure tank for suppressing a decrease in the pressure in the pipe held by the booster pump unit on the upstream side of the feed water, The pressure on the suction side of the low floor booster pump unit is detected, and when the pressure is higher than the pressure set in advance in the low floor booster pump unit, the pressure in the lower floor booster pump unit is When the water in the bypass unit is supplied with water and the pumps in the two units are not operated and the pressure is lower than the pressure set in advance in the booster pump unit for the lower floor, the two units are set so as to have a preset target pressure. In the unit The water supply is performed by controlling the rotational speed of the pump, and for the intermediate floor booster pump unit or the higher floor booster pump unit, the floor booster of the floor group below the floor is concerned. When it is possible to continue water supply at the pressure held in the discharge side piping of the pump unit, the two in-unit pumps in the intermediate floor booster pump unit or the higher floor booster pump unit Does not start and water is supplied through the bypass pipe, and water supply cannot be continued with the pressure held in the discharge side pipe of the floor booster pump unit in the floor group below the floor. Is a floor below the floor so that the water pressure in the discharge side piping in the floor booster pump unit of the floor group below the floor becomes a preset target pressure. The two units of the booster pump unit for the floor of the group Provided is a pressurized water supply system for medium- and high-rise buildings, wherein water supply is performed by controlling the number of operation revolutions of a pump in the unit.

建物の全揚程は、給水高さと給水管や給水器具等の圧力損失(配管抵抗)と末端必要圧力との総和によって定められる。ここでいう末端必要圧力は、最上階の末端給水栓での必要圧力である。この必要圧力は、従来要求では0.147MPa(1.5kgf/cm2)であったが、近年自動食器洗い機やタンクレストイレ等給水栓末端での作動圧力を必要とする給水器具が増えていることから、0.196MPa(2.0kgf/cm2)の押込圧力とすることが要求されるようになっている。 The total head of the building is determined by the sum of the water supply height, the pressure loss (pipe resistance) of the water supply pipe and water supply equipment, and the required pressure at the end. The terminal required pressure here is a required pressure at the terminal water tap on the uppermost floor. This required pressure was 0.147 MPa (1.5 kgf / cm 2 ) in the conventional request, but in recent years water supply equipment that requires operating pressure at the end of the faucet, such as automatic dishwashers and tankless toilets, has increased. , 0.196 MPa (2.0 kgf / cm 2 ) indentation pressure is required.

上記水道協会規格により中間階床群増圧ポンプの吸込圧力低下を、ポンプ始動で0.05MPa以下までとすることが定められているので、前記増圧給水システムにおいて、中間階床群増圧ポンプが運転を開始した場合、その増圧ポンプの吸込側圧力が少なくとも0.098MPa(1.0kgf/cm2)以上に保たれるようにする必要がある。また、最上階の末端必要圧力を0.196MPa(2.0kgf/cm2)の押込圧力とするために、運転を開始した中間階床群増圧ポンプの、下側の階床群の増圧ポンプの吐出圧力は上側の階床群の増圧ポンプ吸込側圧力で0.147MPa(1.5kgf/cm2)乃至0.196MPa(2.0kgf/cm2)の押込圧力を保つ必要がある。このように、低階床群用増圧ポンプの吸込側を、逆流防止器を介して水道管に直結するとともに、該低階床群用増圧ポンプの吐出側を中間階床群用増圧ポンプの吸込側に直結し、更に該中間階床群用増圧ポンプの吐出側を高層階床群用増圧ポンプの吸込側に直結した中高層建物用増圧給水システムにおいては、各階床用増圧ポンプは夫々独立して各増圧ポンプの吐出側圧力を検知して起動・停止、または目標圧力を維持するようにポンプの運転回転数を制御する制御装置は、最上階の末端必要圧力を0.196MPa(2.0kgf/cm2)の押込圧力とするよう、中間階の増圧ポンプを制御する。また、中間階床群増圧ポンプが運転を開始した場合、その下側の増圧ポンプで保持していた配管内圧力の低下を抑止するために、中間階に配置された増圧ポンプの吸込側に圧力タンクを備える。 According to the water supply association standard, it is stipulated that the lowering of the suction pressure of the intermediate floor group booster pump is 0.05 MPa or less at the start of the pump. When the operation is started, it is necessary to maintain the suction side pressure of the booster pump at least 0.098 MPa (1.0 kgf / cm 2 ) or more. In addition, in order to set the required pressure at the end of the top floor to an indentation pressure of 0.196 MPa (2.0 kgf / cm 2 ), the middle floor group booster pump that has started operation of the booster pump of the lower floor group The discharge pressure is the pressure on the suction side of the booster pump in the upper floor group, and it is necessary to maintain the indentation pressure of 0.147 MPa (1.5 kgf / cm 2 ) to 0.196 MPa (2.0 kgf / cm 2 ). In this way, the suction side of the booster pump for the lower floor group is directly connected to the water pipe through the backflow preventer, and the discharge side of the booster pump for the lower floor group is boosted for the intermediate floor group In the pressurized water supply system for middle and high-rise buildings, which is directly connected to the suction side of the pump, and further, the discharge side of the booster pump for the intermediate floor group is directly connected to the suction side of the booster pump for the higher floor group, Each pressure pump independently detects the discharge side pressure of each booster pump and starts / stops, or controls the rotational speed of the pump so as to maintain the target pressure. The booster pump on the intermediate floor is controlled so that the indentation pressure is 0.196 MPa (2.0 kgf / cm 2 ). In addition, when the middle floor group booster pump starts operation, the suction of the booster pump placed on the intermediate floor is suppressed in order to prevent the pressure in the piping held by the lower booster pump from decreasing. A pressure tank is provided on the side.

この発明は以上のように構成し、運転制御を行なうので、既述した従来技術による中高層建物用増圧給水システムに比べて、下記のような作用効果を有する。
(1) 水道管の給水圧力が異なる地域においても共通した給水システムを供給することが出来る。
(2) 20階を越える高層建物の高層階にも、十分な給水を、特別な施設や器具を用いず、経済的に配置することが可能である。
(3) 従来に比べ低コストで設置が可能であり、省エネルギー制御の給水システムが構築される。
(4) 全階の給水が増圧ポンプユニットとそれに付属する制御装置によって行われ、一元的な給水システムの制御が可能であるので、遠隔監視・自動制御等のシステム構築に寄与する。
Since the present invention is configured as described above and performs operation control, it has the following operational effects as compared with the above-described conventional pressure-increasing water supply system for high-rise buildings.
(1) A common water supply system can be supplied even in areas where the water supply pressure of water pipes is different.
(2) Sufficient water supply can be economically arranged on the upper floors of high-rise buildings over 20 floors without using special facilities or equipment.
(3) Installation is possible at a lower cost than in the past, and an energy-saving control water supply system is constructed.
(4) Water supply on all floors is performed by the pressure-intensifying pump unit and the control device attached to it, and it is possible to control the integrated water supply system, contributing to system construction such as remote monitoring and automatic control.

上述したこの発明の実施態様として、逆流防止器、増圧ポンプ及びバイパス配管、圧力タンク等を備える増圧ポンプユニットIを、該逆流防止器を介して水道本管に直結させ、前記増圧ポンプユニット1の吐出側給水管の末端には、増圧ポンプ及びバイパス配管、圧力タンク等を備える増圧ポンプユニットIIを直結し、該増圧ポンプユニットIIの吐出側給水管の末端に、該増圧ポンプユニットIIと同構造の増圧ポンプユニットIII、IV・・・を順次直列に連結するとともに、各ポンプユニットは吸込側圧力発信器によって得られた吸込み側圧力を所定の給水圧力まで高めるよう、各増圧ポンプを運転制御する制御ユニットを備え、低階床層から高階床層に至るまで、所定の圧力で給水するようにする。そのため、水道管に直結された増圧ポンプユニットは、建物全体を給水することができる給水量を賄えるものとし、建物の1階または地階に配置される。   As an embodiment of the present invention described above, a booster pump unit I including a backflow preventer, a booster pump and a bypass pipe, a pressure tank, etc. is directly connected to a water main through the backflow preventer, and the booster pump A pressure increasing pump unit II including a pressure increasing pump, a bypass piping, a pressure tank, etc. is directly connected to the end of the discharge side water supply pipe of the unit 1, and the pressure increasing pump unit II is connected to the end of the discharge side water supply pipe of the pressure increasing pump unit II. The pressure-increasing pump units III, IV,... Having the same structure as the pressure pump unit II are sequentially connected in series, and each pump unit increases the suction-side pressure obtained by the suction-side pressure transmitter to a predetermined water supply pressure. A control unit that controls the operation of each booster pump is provided, and water is supplied at a predetermined pressure from the lower floor to the upper floor. Therefore, the pressure-intensifying pump unit directly connected to the water pipe can cover the amount of water that can supply the entire building, and is arranged on the first floor or the basement of the building.

図1に、この発明の概念図を示す。水道管10に直結された増圧ポンプユニット1は、低階床層の給水を担当し、水道管10からの吸込圧力を主として用いるので、増圧の程度は低いが、このユニット1に直結した建物全体を給水することができる給水量を賄えるものとし、建物の1階または地階に配置される。中間階床群用の増圧ポンプユニット2は、増圧ポンプユニット1の吐出側給水管の末端に直結される。増圧ポンプユニット1で保持していた配管内圧力の低下を抑止するために、中間階に配置された増圧ポンプユニット2の吸込側に、所定容量の圧力タンク4を備える。順次直結される高階床用増圧ポンプユニット3・・・の吸込み側にも、圧力タンク5・・・を備えることができる。   FIG. 1 shows a conceptual diagram of the present invention. The pressure-intensifying pump unit 1 directly connected to the water pipe 10 is in charge of water supply of the lower floor and mainly uses the suction pressure from the water pipe 10, so the degree of pressure increase is low, but it is directly connected to this unit 1 It shall cover the amount of water supply that can supply the entire building, and is arranged on the first floor or basement of the building. The booster pump unit 2 for the intermediate floor group is directly connected to the end of the discharge side water supply pipe of the booster pump unit 1. In order to suppress a decrease in the pressure in the pipe held by the booster pump unit 1, a pressure tank 4 having a predetermined capacity is provided on the suction side of the booster pump unit 2 arranged on the intermediate floor. Pressure tanks 5... Can also be provided on the suction side of the higher floor booster pump units 3.

図2に、水道管に直結される増圧ポンプユニット1の詳細な機構を示す。ユニット1は水道管10からの吸込側に、減圧式または二重式逆流防止器6を備える。また、増圧ポンプユニット1は2台のポンプP1,P2を平行配置し、ポンプの吐出側に圧力タンク7を備え、ポンプと平行したバイパス配管8と合わせた後、仕切弁9を介して次の増圧ポンプユニット2の吸込側に直結される。他の実施例では増圧ポンプユニット1に、3台のポンプP1、P2、P3(図示せず)を配置することもある。また、増圧ポンプユニット1の吸込側に圧力発信器11、吐出側に圧力発信器12を設け、この各発信器で検知した圧力値を制御装置13で受信し、予め定めた給水開始・停止圧力設定値、回転数設定値、昇圧目標値等と比較して、インバータ14を介してモータM1,M2を運転・停止させることにより、昇圧ポンプP1、P2の制御を行なう。   FIG. 2 shows a detailed mechanism of the pressure increasing pump unit 1 directly connected to the water pipe. The unit 1 includes a decompression type or double type backflow preventer 6 on the suction side from the water pipe 10. The booster pump unit 1 has two pumps P1 and P2 arranged in parallel, a pressure tank 7 on the discharge side of the pump, combined with a bypass pipe 8 parallel to the pump, and then connected through a gate valve 9 Directly connected to the suction side of the booster pump unit 2. In another embodiment, three pumps P1, P2, and P3 (not shown) may be arranged in the booster pump unit 1. Further, a pressure transmitter 11 is provided on the suction side of the booster pump unit 1 and a pressure transmitter 12 is provided on the discharge side, and the pressure value detected by each transmitter is received by the control device 13 to start / stop water supply in advance. The boost pumps P1 and P2 are controlled by operating and stopping the motors M1 and M2 via the inverter 14 as compared with the pressure set value, the rotation speed set value, the boost target value, and the like.

図3に、前記増圧ポンプユニット1の吐出側に直結され、順次中高階床群の給水施設に最適圧力の給水を行なう増圧ポンプユニット2,3・・・の機構を示す。この構成は、図2に示した機構図における、増圧ポンプユニット1の吸込側の水道管への逆流防止器6を除いた他は、基本的に増圧ポンプユニット1と同一である。また、増圧ポンプユニット2.3・・・吸込側給水管には、図1に示す通り、圧力タンク4を設け、下階床群の増圧ポンプの給水量変化に伴う圧力追従性を容易にしている。   FIG. 3 shows a mechanism of the pressure-increasing pump units 2, 3,... Directly connected to the discharge side of the pressure-intensifying pump unit 1 and sequentially supplying water at an optimum pressure to the water supply facilities in the middle and high floor groups. This configuration is basically the same as that of the booster pump unit 1 except that the backflow preventer 6 to the water pipe on the suction side of the booster pump unit 1 in the mechanism diagram shown in FIG. Further, as shown in FIG. 1, the pressure-intensifying pump unit 2.3... Is provided with a pressure tank 4 as shown in FIG. I have to.

次に各増圧ポンプユニット1,2,3・・・のポンプ運転制御について説明する。増圧ポンプユニット1,2,3・・・に具えられた吸込側圧力発信器11は、常に増圧ポンプの吸込側の圧力を検知し、増圧ポンプユニット1〜2間で水が使用された場合、増圧ポンプユニット1で予め設定した圧力(増圧ポンプユニット1〜2間で給水できる圧力)より高い圧力が示された場合は、増圧ポンプユニット1内に具備しているバイパス配管8で給水を行い、ポンプP1、P2は運転しない。   Next, pump operation control of each booster pump unit 1, 2, 3... Will be described. The suction side pressure transmitter 11 provided in the booster pump units 1, 2, 3... Always detects the pressure on the suction side of the booster pump, and water is used between the booster pump units 1 and 2. If the pressure is higher than the pressure set in advance in the booster pump unit 1 (pressure that can be supplied between the booster pump units 1 and 2), the bypass piping provided in the booster pump unit 1 Supply water at 8 and do not operate pumps P1 and P2.

吸込側圧力発信器11で検知した増圧ポンプユニット1の吸込側の圧力が、増圧ポンプユニット1で予め設定した圧力(増圧ポンプユニット1〜2間で給水できる圧力)以下の場合には、予め設定した目標圧力(増圧ポンプユニット1〜2間で給水できる圧力と異なる)となるようにポンプP1、P2の運転回転数を制御して給水を行う。   When the pressure on the suction side of the booster pump unit 1 detected by the suction side pressure transmitter 11 is equal to or lower than the pressure preset in the booster pump unit 1 (pressure that can be supplied between the booster pump units 1 and 2). Then, water supply is performed by controlling the operating rotational speeds of the pumps P1 and P2 so that the target pressure is set in advance (different from the pressure at which water can be supplied between the booster pump units 1 and 2).

増圧ポンプユニット2の吐出側で水が使用された場合、増圧ポンプユニット1の吐出側配管で保持している圧力で給水を続けることが可能な場合は、増圧ポンプユニット2に具備されているポンプP1、P2は起動せず、バイパス配管のみで給水を行なう。増圧ポンプユニット1の吐出側配管で保持している圧力で給水を続けることができない場合は、増圧ポンプユニット2に具備している吸込側圧力発信器11`で常に増圧ポンプユニット1の吐出側配管内の水圧を検知し、予め設定した目標圧力となるようにポンプの運転回転数を制御して給水を行う。以下、増圧ポンプユニット3・・・を設置した場合も、前記増圧ポンプユニット2と同様の給水制御を行なう。   When water is used on the discharge side of the booster pump unit 2, if it is possible to continue water supply with the pressure held in the discharge side piping of the booster pump unit 1, the booster pump unit 2 is provided. Pumps P1 and P2 are not activated, and water is supplied only by bypass piping. When water supply cannot be continued with the pressure held in the discharge side piping of the booster pump unit 1, the suction side pressure transmitter 11 ′ provided in the booster pump unit 2 is always used for the booster pump unit 1. Water is supplied by detecting the water pressure in the discharge side pipe and controlling the number of revolutions of the pump so as to obtain a preset target pressure. Hereinafter, even when the booster pump units 3... Are installed, the same water supply control as that of the booster pump unit 2 is performed.

ちなみに、230戸、26階建てのモデル住宅で、従来の受水槽付き給水方式と、本発明の水道本管―増圧ポンプ直列給水方式での給水ユニットを試算して比較したところ、設置費用は2850万円から1200万円へ、またランニングコストは受水槽清掃費を含めて110万円/年であったものが62万円/年へと半減することが判明した。このように、本発明の増圧給水システムでは、設置コストが約58%の低減となるほか、ランニングコストは約44%となり、また適度の圧力制御のため設備の薄肉化、契約電力の低減等が図られ、設備費用が低減する利点がある。   By the way, in a model house with 230 units and 26 stories, the water supply unit with the conventional water supply system with a receiving tank and the water supply unit with the water main-intensifier pump series water supply system of the present invention was calculated and compared. From 28.5 million yen to 12 million yen, the running cost was 1.1 million yen / year including the water tank cleaning cost, but it turned out to be halved to 620,000 yen / year. As described above, in the pressure-increasing water supply system of the present invention, the installation cost is reduced by about 58%, the running cost is reduced by about 44%, and the equipment is thinned and the contract power is reduced for appropriate pressure control. This has the advantage of reducing equipment costs.

この発明の増圧ポンプユニットの概念図である。It is a conceptual diagram of the booster pump unit of this invention. 水道管に直結される増圧ポンプユニット1の機構を示す。The mechanism of the pressure increase pump unit 1 directly connected to a water pipe is shown. 増圧ポンプユニット1に直結される増圧ポンプユニット2,3・・の機構を示す。The mechanism of the booster pump units 2, 3,... Directly connected to the booster pump unit 1 is shown.

符号の説明Explanation of symbols

1,2,3 増圧ポンプユニット
4、5 圧力タンク
6 逆流防止器
7 圧力タンク
8 バイパス配管
9 仕切弁
10 水道管
11 吸込側圧力発信器
12 吐出側圧力発信器
13 制御装置
14 インバータ
1, 2, 3 Booster pump unit 4, 5 Pressure tank 6 Backflow preventer 7 Pressure tank 8 Bypass piping 9 Gate valve
10 Water pipe
11 Suction pressure transmitter
12 Discharge pressure transmitter
13 Control device
14 Inverter

Claims (4)

水道管からの給水圧力を増圧して中高層建物の各階床層に給水する中高層建物用増圧給水システムにおいて、
前記水道管に逆流防止器を介して直結され、平行配置された2台のユニット内ポンプの吐出側に備えたユニット内圧力タンクと前記2台のユニット内ポンプに平行したバイパス配管とを合わせた後に仕切弁を有し、前記水道管からの給水の圧力を増圧し、低階床層に給水する低階床用増圧ポンプユニットと、
当該階床よりも下側の階床群の階床用増圧ポンプユニットの吐出側に直結され、平行配置された2台のユニット内ポンプの吐出側に備えたユニット内圧力タンクと前記2台のユニット内ポンプに平行したバイパス配管とを合わせた後に仕切弁を有し、前記当該階床よりも下側の階床群の階床用増圧ポンプユニットからの給水の圧力を増圧し、中間階床群に給水する中間階床用増圧ポンプユニット及び高階床群に給水する高階床用増圧ポンプユニットと、
前記中間階床用増圧ポンプユニット及び前記高階床用増圧ポンプユニットそれぞれの吸込側に連通して設けられ、給水上流側の増圧ポンプユニットで保持していた配管内圧力の低下を抑止する圧力タンクとを有し、
前記低階床用増圧ポンプユニットの吸込側の圧力を検知し、前記低階床用増圧ポンプユニットで予め設定した圧力より高い圧力の場合は、前記低階床用増圧ポンプユニット内の前記バイパス配管で給水を行って前記2台のユニット内ポンプは運転せず、前記低階床用増圧ポンプユニットで予め設定した圧力以下の場合は、予め設定した目標圧力となるように前記2台のユニット内ポンプの運転回転数を制御して給水を行い、
前記中間階床用増圧ポンプユニット或いは前記高階床用増圧ポンプユニットに対し、当該階床より下側の階床群の階床用増圧ポンプユニットの吐出側配管で保持している圧力で給水を続けることが可能な場合は、前記中間階床用増圧ポンプユニット或いは前記高階床用増圧ポンプユニット内の前記2台のユニット内ポンプは起動せずに前記バイパス配管で給水を行い、前記当該階床より下側の階床群の階床用増圧ポンプユニットの吐出側配管で保持している圧力で給水を続けることができない場合は、前記当該階床より下側の階床群の階床用増圧ポンプユニット内の吐出側配管内の水圧が予め設定した目標圧力となるように、前記当該階床より下側の階床群の階床用増圧ポンプユニットの前記2台のユニット内ポンプの運転回転数を制御して給水を行う
ことを特徴とする中高層建物用増圧給水システム。
In the increased pressure water supply system for medium to high-rise buildings that increases the water supply pressure from the water pipe and supplies water to each floor of the middle and high-rise buildings,
The internal pressure tank provided on the discharge side of the two unit internal pumps directly connected to the water pipe via a backflow preventer and arranged in parallel with the bypass piping parallel to the two internal unit pumps were combined. A booster pump unit for lower floors, having a gate valve afterward, increasing the pressure of water supply from the water pipe, and supplying water to the lower floors;
The unit internal pressure tank and the two units provided on the discharge side of the two unit internal pumps connected in parallel and directly connected to the discharge side of the floor booster pump unit of the floor group below the floor After having combined with the bypass pipe parallel to the pump in the unit, the gate valve has a gate valve, and the pressure of the water supply from the floor booster pump unit of the floor group below the floor is increased, A booster pump unit for an intermediate floor for supplying water to a floor group and a booster pump unit for a higher floor for supplying water to a higher floor group;
Provided in communication with the suction side of each of the intermediate floor booster pump unit and the higher floor booster pump unit, and suppresses a decrease in the pressure in the pipe held by the booster pump unit upstream of the feed water. A pressure tank,
The pressure on the suction side of the low floor booster pump unit is detected, and when the pressure is higher than the pressure preset in the low floor booster pump unit, When the water is supplied through the bypass pipe and the two in-unit pumps are not operated, and the pressure is lower than the pressure set in advance in the low floor pressure increasing pump unit, the 2 Supply water by controlling the operating speed of the pump in the unit
For the intermediate floor booster pump unit or the higher floor booster pump unit, the pressure held by the discharge side piping of the floor booster pump unit of the floor group below the floor. When it is possible to continue water supply, the two in-unit pumps in the intermediate floor booster pump unit or the higher floor booster pump unit do not start and supply water through the bypass pipe, If the water supply cannot be continued with the pressure held by the discharge side piping of the floor pressure booster pump unit of the floor group below the floor, the floor group below the floor The two booster pump units for floors in the floor group below the floor so that the water pressure in the discharge side piping in the floor booster pump unit of the floor becomes a preset target pressure. Control the operating speed of the pump in the unit Pressure feed water system up for a mid-to-high-rise buildings and carrying out water.
前記低階床層用増圧ポンプユニット、前記中間階床用増圧ポンプユニット、及び前記高階床用増圧ポンプユニットのそれぞれは、
吸込側の圧力を検知し発信する吸込側圧力発信器、及び吐出側の圧力を検知し発信する吐出側圧力発信器と、
前記吸込側圧力発信器及び前記吐出側圧力発信器から受信した圧力値に基づき、前記2台のユニット内ポンプの動作を制御する制御装置と
を有することを特徴とする請求項1に記載の中高層建物用増圧給水システム。
Each of the booster pump unit for the lower floor layer, the booster pump unit for the intermediate floor, and the booster pump unit for the higher floor,
A suction side pressure transmitter that detects and transmits the pressure on the suction side, and a discharge side pressure transmitter that detects and transmits the pressure on the discharge side;
The control apparatus which controls operation | movement of the said pump in two units based on the pressure value received from the said suction side pressure transmitter and the said discharge side pressure transmitter, The middle-high layer of Claim 1 characterized by the above-mentioned. Increased pressure water supply system for buildings.
前記制御装置は、
前記受信した圧力値を、予め定めた給水開始・停止圧力設定値、昇圧目標値と比較し、比較結果に基づいてモータを運転・停止させることにより、前記2台のユニット内ポンプの動作を制御することを特徴とする請求項2に記載の中高層建物用増圧給水システム。
The controller is
A pressure value thus received, predetermined water supply start and stop pressure set value, compared to the boost target value, by driving and stopping the motor based on the comparison result, the operation of the two units in the pump The pressure-increasing water supply system for medium- and high-rise buildings according to claim 2, which is controlled.
前記制御装置は、
前記中間階床用増圧ポンプユニット及び前記高階床用増圧ポンプユニットの各ユニット内ポンプが運転を開始した場合、前記各ユニット内ポンプの吸込側圧力が0.098MPa(1.0kgf/cm2 )以上に保たれるように、下側の階床群の前記各ユニット内ポンプの吐出圧力を、上側の階床群の前記各ユニット内ポンプの吸込側圧力で0.147MPa(1.5kgf/cm2 )乃至 0.196MPa(2.0kgf/cm2 )の押込圧力に保つ制御を行うことを特徴とする請求項2または3に記載の中高層建物用増圧給水システム。
The controller is
When the pumps in each unit of the intermediate floor booster pump unit and the higher floor booster pump unit start operation, the suction side pressure of each unit pump is 0.098 MPa (1.0 kgf / cm 2 ) or more. So that the discharge pressure of the pumps in each unit in the lower floor group is 0.147 MPa (1.5 kgf / cm 2 ) to the suction side pressure of the pumps in each unit in the upper floor group. 4. The pressurized water supply system for medium and high-rise buildings according to claim 2 or 3, wherein control is performed to maintain an indentation pressure of 0.196 MPa (2.0 kgf / cm 2 ).
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JP5405277B2 (en) * 2009-05-14 2014-02-05 株式会社荏原製作所 Booster water supply system
JP5497425B2 (en) * 2009-12-28 2014-05-21 株式会社荏原製作所 Booster water supply system
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CN113944883B (en) * 2021-09-18 2023-06-02 江苏禹治流域管理技术研究院有限公司 Monitoring and dispatching integrated system of urban water supply network
CN114263244A (en) * 2022-01-25 2022-04-01 中韩杜科泵业(湖州)有限公司 Intelligent water-saving and electricity-saving multi-time water supply equipment

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59107072U (en) * 1983-01-10 1984-07-19 日立金属株式会社 pressure vessel
JPH029957A (en) * 1988-06-25 1990-01-12 Toshio Yamamoto Pressure tank water supply system
JPH05263444A (en) * 1992-03-17 1993-10-12 Iwaya Denki Seisakusho:Kk Water feed pressure device
JPH06136794A (en) * 1992-10-27 1994-05-17 Ishikawa Koyo Water supply system for multistory building
JPH08291798A (en) * 1995-04-20 1996-11-05 Hitachi Ltd Water feed device
JP2000064371A (en) * 1998-08-27 2000-02-29 Taisei Corp Booster water supply system in multi-story building
JP2005350957A (en) * 2004-06-10 2005-12-22 Kawamoto Pump Mfg Co Ltd Directly-coupled water supply installation
JP2006028817A (en) * 2004-07-14 2006-02-02 Ebara Corp Water supply device

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59107072U (en) * 1983-01-10 1984-07-19 日立金属株式会社 pressure vessel
JPH029957A (en) * 1988-06-25 1990-01-12 Toshio Yamamoto Pressure tank water supply system
JPH05263444A (en) * 1992-03-17 1993-10-12 Iwaya Denki Seisakusho:Kk Water feed pressure device
JPH06136794A (en) * 1992-10-27 1994-05-17 Ishikawa Koyo Water supply system for multistory building
JPH08291798A (en) * 1995-04-20 1996-11-05 Hitachi Ltd Water feed device
JP2000064371A (en) * 1998-08-27 2000-02-29 Taisei Corp Booster water supply system in multi-story building
JP2005350957A (en) * 2004-06-10 2005-12-22 Kawamoto Pump Mfg Co Ltd Directly-coupled water supply installation
JP2006028817A (en) * 2004-07-14 2006-02-02 Ebara Corp Water supply device

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