间歇滴灌带 Intermittent drip irrigation belt
技术领域 Technical field
本发明涉及一种滴灌灌水器,具体地说涉及一类间 歇滴灌带。 The invention relates to a drip irrigation waterer, and in particular to a type of intermittent drip irrigation belt.
背景技术 Background technique
目前,滴灌的灌水器都是以出水流道消能的方式出 水, 从而实现缓慢出水和灌水均匀的 目 的, 可以说消能 出水是目前滴灌灌水器的本质特征。 为了消能, 灌水器 的出水流道尺寸一般做得很小, 这就使灌水器易于堵 塞。灌水器的堵塞问题可以通过对灌溉水进行精细过滤 和化学处理的方式解决, 但能耗和费用也随之增加。 目 前, 滴灌灌水器的工作水头一般在 5 m— 1 5 m , 能提供这 样高压力水头的水源极少,故滴灌系统一般需配置加压 设备和高压力等级的管材, 这就增加了滴灌的成本。 由 上述可知,制约滴灌大面积推广开来的因素主要有投资 高、 灌水器易堵塞和能耗高三个, 而这些因素产生的根 源悬灌水器靠消能出水的技术路线。 At present, drip irrigation sprinklers all use the energy dissipation method of the outlet channel to achieve slow and uniform water discharge. It can be said that energy dissipation is an essential feature of current drip irrigation sprinklers. In order to dissipate energy, the size of the outlet channel of the irrigation device is generally small, which makes the irrigation device easy to block. The problem of irrigation blockage can be solved by fine filtering and chemical treatment of irrigation water, but energy consumption and costs also increase. At present, the working head of a drip irrigation sprinkler is generally 5 m to 15 m, and there are very few water sources that can provide such a high pressure head. Therefore, the drip irrigation system generally needs to be equipped with pressure equipment and high pressure grade pipes, which increases the drip irrigation. cost. From the above, it can be known that there are three main factors restricting the widespread promotion of drip irrigation: high investment, easy clogging of irrigation devices, and high energy consumption. The root cause of these factors is the technical route of energy dissipating water from the hanging irrigation device.
发明内容 Summary of the invention
本发明的 目 的是提供一类不以出水流道消能出水, 超低能耗、 不易堵塞和成本低的间歇滴灌带。 The object of the present invention is to provide a type of intermittent drip irrigation belt that does not dissipate water with an outlet channel, has ultra-low energy consumption, is not easily clogged, and has low cost.
本发明的技术方案是: 间歇滴灌带上设有管状阀门 (以下简称管阀),在管阀的配合下, 具有各种结构的间 歇滴灌带实现分水过程和放水过程循环往复.。所述的管 阀有塑料薄膜管管阀、 塑料隔膜管阀、 夹管管阀和挤压
管管阀四种。塑料薄膜管管阀是由每隔一段距离设一对 进出水口 的塑料薄膜管阀套和位于阀套内的塑料薄膜 管阀芯组成,其中薄膜管阀芯的折径等于或大于阀套的 内折径。 塑料薄膜管管阀的工作原理是:薄膜管阀芯充 气膨胀,其外壁封堵住进出水口间的通道,管阀关闭;放 出空气,管阀开启。 塑料隔膜管阀是由每隔一段距离设 一对进出水口 的塑料薄膜管阀套和位于阀套内的塑料 隔膜阀芯组成 , 以隔膜为界阀套可分为上下壁,其中隔 膜阀芯的宽度等于或大于阀套下壁的宽度,小于或等于 阀套上壁的宽度。 塑料隔膜管阀的工作原理是: 管阀上 通道充入空气膨胀, 隔膜.封堵住进出水口之间的通道, 管阀关闭; 放出空气, 管阀开启。.夹管管阀是由一条塑 料薄膜管阀套和若干内横贯于阀套的塑料薄膜管阀芯 组成, 薄膜管阀芯的两端分别为进出水口, 其中阀套和 薄膜管阀芯相贯部分是焊合的,以相贯线为界的薄膜管 阀芯长度等于阀套的折径。 夹管管阀的工作原理是: 阀 套充入空气, 薄膜管阀芯的内壁在压力作用下相互夹 压,.进出水口间的通道封闭, 管阀关闭; 放出空气, 管 阀开启。挤压管阀是由一条用于挤压的塑料薄膜挤压管 (以下简称挤压管)和若干横在挤压管下的薄膜横管(以 下简称横管)组成,横管的两端分别是进出水口 ^在,, 挤压管和横管的位置相对固定, 以挤压管和横管相交的 边界线为界,横管的长度等于挤压管下壁的宽度。 挤压 管管阀的工作原理是:挤压管充入空气膨胀,横管受挤
压,进出水口间的通道封闭,管阀关闭; 放出空气, 管阀 开启。 夹管管阀和挤压管管阀的进出水口过宽时, 可在 进出水口处增加若干焊点, 于是一个进水口 (出水口) 就形成若干个进水口 (出水口), 这样可确保管阀的关 闭的效果。 本发明的分水方式可分为三种, 一种是利用 重力分水, 一种是利用储水囊的容积分水, 还有一种是 把主管隔成段分水。利用重力分水的间歇滴灌带置于波 浪形的地面之上, 出水口位于波谷, 出水通道由管阀控 制。 利用储水囊容积分水的间歇滴灌带, 其每个储水囊 的进水通道和出水通道都有管阀控制。把主管隔成段分 水的间歇滴灌带 其每个管 ά的出水通道由管阀控制。 The technical solution of the present invention is as follows: A tubular valve (hereinafter referred to as a tube valve) is provided on the intermittent drip irrigation belt. With the cooperation of the tube valve, the intermittent drip irrigation belt with various structures realizes a cycle of water separation and drainage. The pipe valve includes a plastic film pipe valve, a plastic diaphragm pipe valve, a pinch pipe valve and an extruder. There are four types of tube valves. The plastic film tube valve is composed of a plastic film tube valve sleeve with a pair of water inlet and outlet ports and a plastic film tube valve core located in the valve sleeve. The diameter of the film tube valve core is equal to or greater than Folding diameter. The working principle of the plastic film tube valve is: the film tube valve core is inflated and expanded, its outer wall blocks the passage between the water inlet and outlet, the tube valve is closed; when the air is released, the tube valve is opened. The plastic diaphragm tube valve is composed of a plastic film tube valve sleeve with a pair of water inlet and outlet ports and a plastic diaphragm valve core located in the valve sleeve. The diaphragm valve sleeve can be divided into upper and lower walls. The width is equal to or greater than the width of the lower wall of the valve sleeve and less than or equal to the width of the upper wall of the valve sleeve. The working principle of the plastic diaphragm pipe valve is: the channel on the pipe valve is filled with air to expand, and the diaphragm. Blocks the passage between the water inlet and the outlet, the pipe valve is closed; when the air is released, the pipe valve is opened. The pinch tube valve is composed of a plastic film tube valve sleeve and a number of plastic film tube spools that traverse the valve sleeve. The two ends of the film tube spool are water inlets and outlets, of which the valve sleeve and the film tube spool intersect. The part is welded, and the length of the film tube spool bounded by the intersecting line is equal to the folded diameter of the valve sleeve. The working principle of the pinch tube valve is: the valve sleeve is filled with air, the inner wall of the membrane tube spool is pinched against each other under pressure, the channel between the water inlet and the outlet is closed, and the tube valve is closed; when the air is released, the tube valve is opened. Squeeze tube valve is composed of a plastic film extrusion tube (hereinafter referred to as extrusion tube) for extrusion and a number of film transverse tubes (hereinafter referred to as transverse tubes) under the extrusion tube. It is the water inlet and outlet. The position of the squeeze pipe and the transverse pipe is relatively fixed. The boundary line between the squeeze pipe and the transverse pipe is used as a boundary, and the length of the transverse pipe is equal to the width of the lower wall of the squeeze pipe. The working principle of the squeeze pipe valve is: the squeeze pipe is filled with air to expand, and the transverse pipe is squeezed Pressure, the channel between the water inlet and outlet is closed, and the tube valve is closed; when air is released, the tube valve is opened. When the water inlet and outlet of the pinch pipe valve and squeeze pipe valve are too wide, several welding points can be added at the water inlet and outlet, so one water inlet (outlet) forms several water inlets (outlet), which can ensure the pipe Effect of valve closing. The water separation method of the present invention can be divided into three types, one is to divide water by gravity, the other is to divide water by using the volume of a water storage bag, and the other is to divide the main pipe into sections to divide water. An intermittent drip irrigation belt using gravity separation is placed on the wavy ground, the water outlet is located in the trough, and the water outlet channel is controlled by a pipe valve. The intermittent drip irrigation belt that uses the volume of the water storage bag to divide water, and the water inlet and outlet channels of each water storage bag are controlled by pipe valves. The intermittent drip irrigation that separates the main pipe into sections of water, and the outlet channel of each pipe is controlled by a pipe valve.
间歇滴灌带避开已往滴灌水器靠消能出水的技术 路线,釆用先分水后放水的方式达到出水缓慢和灌水均 匀的目 的。 间歇滴灌带不靠消能出水, 其能耗仅比一般 地面灌溉略高, 高出部分主要是启闭管状阀门的能耗, 这部分能耗可以不需灌溉水提供,故间歇滴灌带可直接 利用渠道水和低压管道水进行自压滴灌。间歇滴灌带的 出水流道不需具备消能功能, 故出水流道可以做得很 大,这样的滴灌带不易堵塞,即使堵塞也可以人工清洗, 这是一般滴灌带所不具备的优点。间歇滴灌带的工作水 头低, 故其管壁可做得很薄, 耗材量少, 而且可使用回 收料制造, 所以成本低。 与一般滴灌系统相比, 使用间 歇灌带的滴灌系统一般不需配置高能耗的加压设备、高 压力等级的管材和精细的过滤设备。
附图说明 The intermittent drip irrigation belt avoids the technical route that the previous drip irrigation device relies on energy dissipation, and uses the method of first dividing the water and then discharging the water to achieve the purpose of slow water discharge and uniform irrigation. The intermittent drip irrigation belt does not rely on energy dissipation water, and its energy consumption is only slightly higher than that of general ground irrigation. The higher part is mainly the energy consumption of opening and closing the tubular valve. This part of the energy consumption can be provided without irrigation water, so the intermittent drip irrigation belt can directly Self-pressure drip irrigation using canal water and low-pressure pipe water. The outlet channel of the intermittent drip irrigation belt does not need to have the energy dissipating function, so the outlet channel can be made very large. Such a drip irrigation belt is not easy to block, and even if it is blocked, it can be manually cleaned. This is an advantage that ordinary drip irrigation belts do not have. The intermittent drip irrigation belt has a low working head, so the pipe wall can be made thin, the amount of consumables is small, and it can be manufactured using recycled materials, so the cost is low. Compared with general drip irrigation systems, drip irrigation systems using intermittent irrigation belts generally do not need to be equipped with high energy-consuming pressurizing equipment, high pressure grade pipes and fine filtering equipment. BRIEF DESCRIPTION OF THE DRAWINGS
图 1 为实施例 1 扁平时的俯视图 图 2为沿图 1 中 A- A线的放大剖面图 图 3 为沿图 1 中 B-B线的放大剖面图 图 4为实施例 2扁平时的俯视图 图 5 为沿图 4 中 C-C线的放大剖面图 图 6 为沿图 4 中 D-D线的放大剖面图 图 7为实施例 3扁平时的俯视图 图 8为实施例 4扁平时的俯视图 图 9为沿图 8 中 E- E线的放大剖面图 图 10为实施例 5扁平时的俯视图 图 11 为沿图 10 中 F- F线的放大剖面图 图 12为沿图 10 中 G-G线的剖面图 图 13 为实施例 6扁平时的俯视图 图 14为沿图 13 中 H- H线的放大剖面图 图 15为沿图 13 中 I- 1 线的剖面图 图 16为实施例 7扁平时的俯视图 图 17为实施例 8扁平时的俯视图 图 18为实施例 9扁平时的俯视图 图 19为沿图 18 中 J- J线的放大剖面图 图 20为实施例 12 的俯视图 Fig. 1 is a plan view when the embodiment 1 is flat Fig. 2 is an enlarged cross-sectional view along the line A-A in Fig. 1 Fig. 3 is an enlarged cross-sectional view along the BB line in Fig. 1 Fig. 4 is a plan view when the embodiment 2 is flat Fig. 5 4 is an enlarged cross-sectional view taken along the line CC in FIG. 4 FIG. 6 is an enlarged cross-sectional view taken along the line DD in FIG. 4. FIG. 7 is a plan view when the third embodiment is flat. FIG. 8 is a plan view when the fourth embodiment is flat. Enlarged sectional view of the middle E-E line. Fig. 10 is a plan view of the fifth embodiment when it is flat. Fig. 11 is an enlarged cross-sectional view along the F-F line in Fig. 10. Fig. 12 is a cross-sectional view along the GG line in Fig. 10. Example 6 Top view when flattened FIG. 14 is an enlarged cross-sectional view taken along line H-H in FIG. 13 FIG. 15 is a cross-sectional view taken along line I-1 in FIG. 13 FIG. 16 is a plan view when embodiment 7 is flat FIG. 17 is an embodiment 8 Top view when flattened FIG. 18 is a plan view when Embodiment 9 is flattened FIG. 19 is an enlarged cross-sectional view taken along line J-J in FIG. 18 FIG. 20 is a top view of Example 12
图 21 为沿图 20 中 K- K线的放大剖面图 图 22为沿图 20 中 L- L线的放大剖面图Fig. 21 is an enlarged sectional view taken along the line K-K in Fig. 20 Fig. 22 is an enlarged sectional view taken along the line L-L in Fig. 20
23为实施例 13扁平时的俯视图
24为 2 3 中沿 M-M线的放大剖面图 23 is a plan view of Example 13 when flat 24 is an enlarged sectional view along line MM in 2 3
图 25为图 2 3.沿 N-N线的放大剖面图 Figure 25 is an enlarged sectional view taken along line N-N of Figure 2
图 26 为实施例 1 6扁平时的俯视图 Fig. 26 is a plan view of Example 16 when flat
图 27 为沿图 26 中 0 - 0线的放大剖面图 Figure 27 is an enlarged sectional view taken along line 0-0 in Figure 26
图 28为图 26 中沿 P - P线的剖面图 Fig. 28 is a sectional view taken along line P-P in Fig. 26
具体实施方式 detailed description
实施例 1: 图 1 为实施例 1 扁平时的俯视图, 图 2 为沿图 1 中 A A线的放大剖面图, 图 3 为沿图 1 中 B - B 线的放大剖面图。实施例 1 中,主管 1 和薄膜管阀相连, 所述的薄膜管管阀由薄膜管阀芯 7和阀套组成,阀套由 薄膜管阀座 6和若干对进出 口水构成。 进水口 5、 薄膜 阀座 6、薄膜管阀芯 7和出水口 8构成了一个阀门单元, 若干个阀门单元就构成一条薄膜管管阀。实施例 1 的主 管和阀套可以用两条塑料薄膜焊合而成,图中的粗实线 2、 3、 4都是焊线, 与焊线在同一直线的虚线为进水口 或出水口所在,虚线外及其左右附近的薄膜在生产过程 中可进行适当的拉伸, 这样可扩宽进出水口。 实施例 1 属重力分水型间歇滴灌带, 必须置于波浪形的地形之 上,其工作原理是通过分水过程和放水过程两个互相独 立的阶段, 自动循环往复实现间歇滴灌。 在分水阶段, 管阀关闭,接着控制主管的阀门开启,压力水流入主管, 主管充满水时, 分水过程结束; 控制主管的阀门 闭, 接着管阀开启, 间歇滴灌带进入放水阶段, 间歇滴灌带 的每个滴水单元的一次出流量为相邻波峰间主管段的
可排水量。 Embodiment 1: FIG. 1 is a plan view when Embodiment 1 is flat, FIG. 2 is an enlarged cross-sectional view taken along line AA in FIG. 1, and FIG. 3 is an enlarged cross-sectional view taken along line B-B in FIG. In Embodiment 1, the main pipe 1 is connected to a membrane tube valve. The membrane tube valve is composed of a membrane tube spool 7 and a valve sleeve. The valve sleeve is composed of a membrane tube valve seat 6 and several pairs of inlet and outlet water. The water inlet 5, the membrane valve seat 6, the membrane tube spool 7 and the water outlet 8 constitute a valve unit, and several valve units constitute a membrane tube valve. The main pipe and the valve sleeve of Embodiment 1 can be welded by using two plastic films. The thick solid lines 2, 3, and 4 in the figure are welding lines, and the dotted line in the same line as the welding line is the water inlet or outlet. The film outside and around the dotted line can be properly stretched during the production process, which can widen the water inlet and outlet. Embodiment 1 belongs to a gravity-divided intermittent drip irrigation belt, which must be placed on a wavy terrain. The working principle is that the intermittent drip irrigation is automatically circulated back and forth through two independent phases, namely, a water separation process and a water discharge process. In the water separation stage, the pipe valve is closed, and then the valve of the control main pipe is opened, and the pressure water flows into the main pipe. When the main pipe is filled with water, the water separation process ends; the valve of the control main pipe is closed, then the pipe valve is opened, and the intermittent drip irrigation belt enters the water discharge stage. The output of each drip unit of the drip irrigation belt is the Displaceable.
实施例 2: 图 4为实施例 2扁平时的俯视图, 图 5 为沿图 4 中 C- C线的放大剖面图, 图 6 为沿图 4 中 D - D 线的放大剖面图。 实施例 2 中主管 9和隔膜管阀相连, 所述的隔膜管阀由隔膜阀芯 12和阀套组成, 阀套由上 壁 11、 下壁 13和若干对进出水口组成。 进水口 10、 上 壁 11、 隔膜 12、 下壁 13和出水口 14构成了一个阀门 单元, 若干个阀门单元构成了一条隔膜管阀。 实施例 2 属重力分水型间歇滴灌带,其工作原理和实施例 1 的工 作原理相同。 Embodiment 2 FIG. 4 is a plan view when Embodiment 2 is flat, FIG. 5 is an enlarged cross-sectional view taken along line C-C in FIG. 4, and FIG. 6 is an enlarged cross-sectional view taken along line D-D in FIG. In the second embodiment, the main pipe 9 is connected to a diaphragm tube valve. The diaphragm tube valve is composed of a diaphragm valve core 12 and a valve sleeve. The valve sleeve is composed of an upper wall 11, a lower wall 13 and a plurality of pairs of water inlets and outlets. The water inlet 10, the upper wall 11, the diaphragm 12, the lower wall 13 and the water outlet 14 constitute a valve unit, and several valve units constitute a diaphragm tube valve. The second embodiment is a gravity-divided intermittent drip irrigation belt, and its working principle is the same as that of the first embodiment.
实施例 3: 图 7 为实施例 3扁平时的俯视图。 实施 例 3 的实施例 2 的区别在于隔膜阀芯,实施例 2 的隔膜 管阀共用一条隔膜阀芯,而实施例 3 的隔膜管阀的阀门 单元都有独立的隔膜阀芯。 Embodiment 3: FIG. 7 is a plan view when Embodiment 3 is flat. The difference of the second embodiment of the third embodiment lies in the diaphragm valve core. The diaphragm tube valve of the second embodiment shares a diaphragm valve core, while the valve unit of the diaphragm tube valve of the third embodiment has an independent diaphragm valve core.
实施例 4: 图 8 为实施例 4扁平时的俯视图, 图 9 为 图 8 中 E-E线的放大剖面图。 实施例 4和实施例 2 中的区别有两点,一点是实施例 4主管之上加焊一条宽 度不小于主管上壁宽度的薄膜带, 另一点是实施例 4 的隔膜管阀的出水口开在隔膜下面。主管上加设一条薄 膜带所形成的管道的作用是当主管内有空气进入时,可 以充入空气,把主管内的空气排出。 Embodiment 4: Fig. 8 is a plan view when Embodiment 4 is flat, and Fig. 9 is an enlarged sectional view taken along line E-E in Fig. 8. The difference between Embodiment 4 and Embodiment 2 is two points. One is that a thin film strip with a width not less than the width of the upper wall of the main pipe is welded on the main pipe of the fourth embodiment, and the other is that the outlet of the diaphragm tube valve of the fourth embodiment is opened. Under the diaphragm. The pipe formed by adding a thin film strip to the main pipe is used to fill air and exhaust the air in the main pipe when air enters the main pipe.
实施例 5: 图 10 为实施例 5 扁平时的俯视图, 图 11 为沿图 10 中 F-F线的放大剖面图, 图 12 为沿图 10 中 G- G线的剖面图。 实施例 5 中, 主管 15和夹管管阀
相连, 所述夹管管阀由阀套 1 7 和夹管 18 组成, 夹管 18 的两端为进水口 1 6和出水口 1 9。实施例 5是重力分 水型滴灌带, 其工作原理和实施例 1 的工作原理相同。 Embodiment 5: FIG. 10 is a plan view when Embodiment 5 is flat, FIG. 11 is an enlarged sectional view along line FF in FIG. 10, and FIG. 12 is a sectional view along line G-G in FIG. In Embodiment 5, the main pipe 15 and the pinch pipe valve Connected, the pinch tube valve is composed of a valve sleeve 17 and a pinch tube 18, and two ends of the pinch tube 18 are a water inlet 16 and a water outlet 19. Embodiment 5 is a gravity-divided drip irrigation belt, and its working principle is the same as that of Embodiment 1.
实旆例 6 : 图 1 3 为实施例 6 扁平时的俯视图, 图 14为沿图 1 3 中 H-H线 ¾放大剖面图, 图 1 5 为沿图 1 3 中 I - I 线的剖面图。 实施例 6 中, 主管 20和挤压管管 阀相连,所述挤压管管阀由挤压管 22和若干横管组成, 横管 23 的两端为进水口 2 1 和出水口 24。 实施例 6 属 于重力分水型间歇滴灌带,其工作原理和实施例 1 的工 作原理相同。 Practical Example 6 : FIG. 13 is a plan view of Example 6 when it is flat, FIG. 14 is an enlarged sectional view taken along line HH in FIG. 13, and FIG. 15 is a sectional view taken along line I-I in FIG. 13. In Embodiment 6, the main pipe 20 is connected to an extruded tube pipe valve. The extruded tube pipe valve is composed of an extruded tube 22 and a plurality of horizontal tubes. Two ends of the horizontal tube 23 are a water inlet 2 1 and a water outlet 24. Embodiment 6 belongs to a gravity-divided intermittent drip irrigation belt, and its working principle is the same as that of embodiment 1.
实施例 7: 图 16 为实施例 7 扁平时的俯视图。 实 施例 7相当于在实施例 2没有管阀的一边加设一条隔膜 管阀。两条隔膜管阀的出水口间距和间隔方式可根据实 际需要确定。 该实.施例可以调节滴水间距, 两边管阀都 工作时, 可获得最小滴水间距; 一边管阀工作另一边保 持关闭时, 可获得最大滴水间距; 两条管阀分别轮流工 作和保持关闭, 可改变滴水地点。 Embodiment 7: Fig. 16 is a plan view when Embodiment 7 is flat. The seventh embodiment is equivalent to adding a diaphragm tube valve to the side without a tube valve in the second embodiment. The distance and spacing between the outlets of the two diaphragm tube valves can be determined according to actual needs. This embodiment can adjust the dripping distance, and the minimum dripping distance can be obtained when both sides of the valve are in operation; the maximum dripping distance can be obtained when one side of the valve is working and the other side is kept closed; Can change the drip location.
实施例 8 : 图 1 7 为实施例 8 扁平时的俯视图。 实 施例 8 中, 隔膜管阀 25和主管 26相连, 主管 26 和隔 膜管阀 27 相连, 隔膜管阀 27和隔膜管阀 28相连。 隔 膜管阀 27 中,没有受隔膜管阀 28控制的出水口开在隔 膜下面, 受隔膜管阀 28控制的出水口 同时也是隔膜管 阀 28 的进水口。 该实施例的各条管阀的出 口水间距及 相互间隔方式可根据实际需要确定。 与实施例 7相比,
实施例 8对滴水间距和滴水地点的调节更为灵活。 Embodiment 8: Fig. 17 is a plan view when Embodiment 8 is flat. In Embodiment 8, the diaphragm tube valve 25 is connected to the main pipe 26, the main pipe 26 is connected to the diaphragm tube valve 27, and the diaphragm tube valve 27 is connected to the diaphragm tube valve 28. In the diaphragm tube valve 27, the water outlet not controlled by the diaphragm tube valve 28 is opened below the diaphragm, and the water outlet controlled by the diaphragm tube valve 28 is also the water inlet of the diaphragm tube valve 28. The outlet water spacing and mutual spacing manner of each pipe valve in this embodiment can be determined according to actual needs. Compared with Example 7, Embodiment 8 is more flexible in adjusting the drip distance and the drip location.
实施例 9: 图 1 8 为实施例 9 扁平时的俯视图。 图 1 9为沿图 1 8 中 J- J线的放大剖面图。 实施例中, 主管 29和夹管管阀 30相连,夹管管阀 30和储水囊 3 1相连, 储水囊 3 1 和夹管管阀 32相连。储水囊之间是不相连接 的, 这样有利于消除储水囊膨胀时对纵向造成的拉力。 实施例 9 属于储水囊容积分水型间歇滴灌带,其工作原 理是通过分水过程和放水过程两个独立的阶段,循环往 复实现间歇滴灌。 在分水阶段, 夹管管阀 32 关闭, 接 着夹管管阀 30.开启, 主管 29 内的压力水充入储水囊; 在放水阶段,夹管管阀 30关闭,接着夹管管阀 32 开启, 水靠重力流出。 为了提高本实施例的灌水均匀度, 可以 制造或利用地形使间歇滴灌带的出水口处于低位势,这 样各个储水囊的可排容量比较匀一。本实施例各个储水 囊的容积可以根据实际需要设定, 不一定非得一致。 Embodiment 9: Fig. 18 is a plan view when Embodiment 9 is flat. Fig. 19 is an enlarged sectional view taken along line J-J in Fig. 18. In the embodiment, the main pipe 29 is connected to the pinch tube valve 30, the pinch tube valve 30 is connected to the water storage bag 31, and the water storage bag 31 is connected to the pinch tube valve 32. The water storage bags are not connected to each other, which is helpful to eliminate the longitudinal force caused by the expansion of the water storage bags. The embodiment 9 belongs to a water-storage volume water-distributing intermittent drip irrigation belt. The working principle is to implement intermittent drip irrigation through two separate phases of a water separation process and a water discharge process. In the water dividing phase, the pinch tube valve 32 is closed, and then the pinch tube valve 30 is opened, and the pressure water in the main pipe 29 is filled into the water storage bag; in the water discharging phase, the pinch tube valve 30 is closed, and then the pinch tube valve 32 is closed. Turn on, water flows by gravity. In order to improve the uniformity of irrigation in this embodiment, the water outlet of the intermittent drip irrigation belt can be manufactured or made low by using terrain, so that the discharge capacity of each water storage bag is relatively uniform. The volume of each water storage bladder in this embodiment can be set according to actual needs, and is not necessarily consistent.
实施例 1 0 : 实施例 1 0相当于在实施例 9 的储水囊 两边焊线上加焊一条薄膜管,薄膜管的下壁宽度大于储 水囊的上壁宽度。 实施例 1 0 的工作原理和实施例 9 的 工作原理相似, 不同之处在于实施例 9 是靠重力出水, 而实施例 1 0 既可利用重力出水又可利用储水囊上的管 道挤压出水。 实施例 1 0 的出水口可适当延长为管道, 这样就可接小管, 把水灵活地输送到目的地。 Embodiment 10: Embodiment 10 is equivalent to welding a thin film tube on the welding line on both sides of the water storage bag of embodiment 9. The lower wall width of the film tube is greater than the upper wall width of the water storage bag. The working principle of embodiment 10 is similar to that of embodiment 9, except that the water is discharged by gravity in embodiment 9, while the water can be squeezed out by using the pipe on the storage bladder. . The water outlet of the embodiment 10 can be appropriately extended into a pipe, so that a small pipe can be connected and the water can be flexibly transported to the destination.
实施例 1 1 : 实施例 1 1 相当于在实施例 10 的主管 上加焊一条薄膜带,薄膜带的宽度不能小于主管上壁的
宽度。 该实施例不仅可以灌水, 还可以施放气肥 (如 co2 )。 施放气肥完毕后, 主管之上的薄膜管充入空气, 主管内的气肥即被挤出, 接着关闭主管旁的管阀, 再接 着挤出储水囊内的气肥, 最后关闭未级管阀, 以上过程 完成之后, 间歇滴灌带恢复灌水功能, 若需从灌水状态 切换到施放气肥状态, 重复以上过程即可。 Embodiment 11: Embodiment 11 is equivalent to welding a film strip on the main pipe of embodiment 10. The width of the film strip cannot be smaller than that of the upper wall of the main pipe. Width. This embodiment can not only irrigate water, but also apply gas fertilizer (such as co 2 ). After the application of gas fertilizer is completed, the film tube above the main pipe is filled with air, and the gas fertilizer in the main pipe is squeezed out, then the pipe valve next to the main pipe is closed, and then the gas fertilizer in the water storage bag is squeezed out, and finally the stage is closed. After the above process is completed, the intermittent drip irrigation belt resumes the irrigation function. If you need to switch from the irrigation state to the state of applying gas fertilizer, repeat the above process.
实施例 1 2 : 图 20 为实施例 1 2 的俯视图, 图 2 1 为 沿图 20 中 K- K线的放大剖面图,图 22为沿图 20 中 L - L 线的放大剖面图。实施例 1 2相当于在实施例 1 0 的未级 官阀上加设一条夹管管阀 ·,所加的夹 W管阀根据实际 要控制上级夹管管阀的出水口,没有受控制的出水口 未级夹管管阀之间的薄膜要切断。该实施例可调节滴 间距和改变滴水地点。 Embodiment 12: FIG. 20 is a top view of Embodiment 12, FIG. 21 is an enlarged cross-sectional view taken along the line K-K in FIG. 20, and FIG. 22 is an enlarged cross-sectional view taken along the line L-L in FIG. Example 12 is equivalent to adding a pinch pipe valve to the unstaged official valve of Example 10, and the added pinch pipe valve controls the water outlet of the upper pinch pipe valve according to the actual situation. There is no controlled The membrane between the outlet pinch pinch valve must be cut off. This embodiment can adjust the drip pitch and change the drip spot.
实施例 1 3: 图 23 为实施例 1 3 扁平时的俯视图 图 24为图 23 中沿 M-M线的放大剖面图, 图 25 为图 2 3 沿 N-N 线的放大剖面图。 主管 34 —边与夹管管阀 3 5 相连, 另一边与输气管 33 相连, 隔断管 36 横在主管 Embodiment 13 3: FIG. 23 is a plan view when Embodiment 13 is flat. FIG. 24 is an enlarged cross-sectional view taken along line M-M in FIG. 23, and FIG. 25 is an enlarged cross-sectional view taken along line N-N in FIG. Main pipe 34-one side is connected to the pinch pipe valve 3 5, the other side is connected to the gas pipe 33, and the partition pipe 36 is transverse to the main pipe
34 .内, 一边与输气管相通, 另一边焊封。 隔断管的长 度等于或略大于主管的折径。本实施例属于主管 断分 水型间歇滴灌带, 其工作原理是: 分水阶段, 夹管管阀 关闭, 接着放出输气管和隔断管内的空气, 压力水充入 主管, 待主管充满水后, 往输气管和隔断管充入空气, 隔断管膨胀把主管隔成段, 在隔断过程中, 主管内水压 力增大,. 夹管管阀被迫开启, 多余的水从夹管管阀的出
水口漏出, 待隔段完成后隔膜管阀仍处于关闭状态; 在 放水阶段, 夹管管阀开启, 管段内的水靠重力流出, 以 上两个过程循环往复, 从而实现间歇滴灌。 为提高本实 施例的灌水均匀度,可以制造或利用地形使其出水口处 于低位势, 这样各个主管段的可排容量比较均一。 34. Inside, one side communicates with the gas pipeline and the other side is welded. The length of the partition pipe is equal to or slightly larger than the folded diameter of the main pipe. This embodiment belongs to a main pipe disconnection and water separation type intermittent drip irrigation belt, and its working principle is: in the water dividing stage, the pinch tube valve is closed, and then the air in the gas pipe and the partition pipe is released, and the pressure water is filled into the main pipe. After the main pipe is filled with water, Fill the air pipe and the partition pipe with air. The expansion of the partition pipe divides the main pipe into sections. During the isolation process, the water pressure in the main pipe increases. The pinch pipe valve is forced to open, and the excess water flows out of the pinch pipe valve. The water leaks out, and the diaphragm tube valve is still closed after the completion of the partition. In the water discharge phase, the pinch tube valve is opened, and the water in the tube section flows out by gravity. The above two processes cycle back and forth to achieve intermittent drip irrigation. In order to improve the uniformity of irrigation in this embodiment, the water outlet can be manufactured or made use of terrain to have a low potential, so that the discharge capacity of each main section is relatively uniform.
+ 实施例 14: 实施例 14 相当于在实施例 13 的主管 上加焊一条薄膜带,以焊线为界薄膜带的宽度大于主管 上壁的宽度,加薄膜带后形成的管道的用处是把主管内 的水 (气) 全部挤出。 本实施例既可灌水, 又可施放气 肥。 + Example 14: Example 14 is equivalent to adding a film strip to the main pipe of Example 13. The width of the film strip is larger than the width of the upper wall of the main pipe with the welding line as the boundary. All water (gas) in the main pipe is squeezed out. In this embodiment, both water can be irrigated and gas can be applied.
实施例 15: 实施例 15 当于在实施例 13 的未级 夹管管阀上加设一条夹管管,阀,所加的夹管管阀可以根 据实际需要控制上一级管阀的出水口,没有受控制的出 水 P和未级管阀间的薄膜要切断。本实施例可调节滴水 间距。 Embodiment 15: Embodiment 15 When a pinch pipe and a valve are added to the unstaged pinch pipe valve of Embodiment 13, the added pinch pipe valve can control the water outlet of the upper stage pipe valve according to actual needs. The membrane between the uncontrolled water outlet P and the stage valve must be cut off. In this embodiment, the dripping interval can be adjusted.
实施例 16: 图 26 为实施例 16 扁平时的俯视图, 图 ? 7为沿图 26 中 0-0线的放大剖面图, 图 28 为沿图 26 中沿 P-P 线的剖面图。 实施例 16 中, 主管 38 —边 和夹管管阀 40相连, 另一边与输气管 37相连, 隔断管 39 橫在主管 38 之上, 一头与输气管 37 相通, 另一头 悍封。隔断管 39 的长度等于或略大于主管上壁的宽度。 本实施例属于主管隔断分水型间歇滴管带,其工作原理 和实施例 13相同。 Embodiment 16: FIG. 26 is a plan view when Embodiment 16 is flat. 7 is an enlarged sectional view taken along line 0-0 in FIG. 26, and FIG. 28 is a sectional view taken along line P-P in FIG. In Embodiment 16, the main pipe 38 is connected to the pinch pipe valve 40 on one side, and connected to the gas pipe 37 on the other side, and the partition pipe 39 is transverse to the main pipe 38, and one end communicates with the gas pipe 37 and the other end is tightly sealed. The length of the partition pipe 39 is equal to or slightly larger than the width of the upper wall of the main pipe. This embodiment belongs to the main pipe partition type water-discontinuous intermittent dripper belt, and its working principle is the same as that of the thirteenth embodiment.
实施例 17: 实施例 17 相当于在实施例 16 的主管
上加悍一条薄膜管, 其中薄膜管和隔断管相交处不焊 合,以焊线为界,薄膜管的下壁宽度大于主管上壁宽度。 本实施例既可灌水, 又可施放气肥。 Example 17: Example 17 is equivalent to the supervisor in Example 16 A thin film tube is added, wherein the intersection of the thin film tube and the partition tube is not welded, and the width of the lower wall of the thin film tube is greater than the width of the upper wall of the main pipe. This embodiment can both irrigate and apply gas fertilizer.
实施例 1 8 : 实施例 1 8 相当于在实施例 1 6 的夹管 管阀上加设一条夹管管阀,所加的夹管管阀可以根据实 际需要控制上一级夹管管阀的出水口 ,没有受控制的出 水口和未级夹管管阀间的薄膜要切断。本实施例可调节 滴水间距。 Embodiment 18: Embodiment 18 is equivalent to adding a pinch pipe valve to the pinch pipe valve of embodiment 16. The added pinch pipe valve can control the upper pinch pipe valve according to actual needs. At the water outlet, the film between the uncontrolled water outlet and the unstaged pinch valve should be cut off. In this embodiment, the dripping distance can be adjusted.
除上述实施例外, 本发明还有很多实施例, 鉴于这 些实施例很容易想象得出来, 所以只简单地提及, 例如 两条主管夹着一条管阀的间歇滴灌带、同时利用不同分 水方式的复合型间歇滴灌带、相同分水方式的间歇滴灌 带简单地合并在一起的间歇滴灌带和一条主管同时设 有多列储水囊及管阀结构的间歇滴灌带等等。 In addition to the above embodiments, there are many embodiments of the present invention. Since these embodiments are easy to imagine, they are only briefly mentioned, such as intermittent drip irrigation belts with two main pipes sandwiching a tube valve, and different water distribution methods are used at the same time. The compound intermittent drip irrigation belt, the intermittent drip irrigation belt with the same water separation method are simply merged together, an intermittent drip irrigation belt with a plurality of rows of water storage sacs, and a valve structure at the same time.
.本发明还有多种变换、 替代及改型, 如各种管阀的 互 、增设管阀条数和间歇滴灌带各部分比例根据实际 需要而做出的调整等。 The invention also has a variety of changes, substitutions and modifications, such as the interaction of various pipe valves, the number of additional pipe valves and the proportion of each part of the intermittent drip irrigation belt are adjusted according to actual needs.
总之, 本发明的实施方式不胜枚举, 凡是从说明书 中很容易联想、 想象得到的, 都应认定落入本发明的保 护范围。
In short, the embodiments of the present invention are endless, and all that can be easily associated and imagined from the description should be deemed to fall within the protection scope of the present invention.