CN202899094U - Large-scale gate pier for water gate projects - Google Patents

Large-scale gate pier for water gate projects Download PDF

Info

Publication number
CN202899094U
CN202899094U CN2012205920548U CN201220592054U CN202899094U CN 202899094 U CN202899094 U CN 202899094U CN 2012205920548 U CN2012205920548 U CN 2012205920548U CN 201220592054 U CN201220592054 U CN 201220592054U CN 202899094 U CN202899094 U CN 202899094U
Authority
CN
China
Prior art keywords
pier
gate
tail
side walls
water flow
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN2012205920548U
Other languages
Chinese (zh)
Inventor
刘达
黄本胜
邱静
王丽雯
王珍
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangdong Research Institute of Water Resources and Hydropower
Original Assignee
Guangdong Research Institute of Water Resources and Hydropower
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Guangdong Research Institute of Water Resources and Hydropower filed Critical Guangdong Research Institute of Water Resources and Hydropower
Priority to CN2012205920548U priority Critical patent/CN202899094U/en
Application granted granted Critical
Publication of CN202899094U publication Critical patent/CN202899094U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Barrages (AREA)

Abstract

本实用新型公开了一种大型水闸工程闸墩,其包括墩体,所述墩体的一端设有闸墩墩头,墩体的另一端设有闸墩墩尾,所述闸墩墩尾两边的侧壁从闸墩墩尾的头端向闸墩墩尾的末端圆滑渐变内收,闸墩墩尾的末端还设有一将其两边的侧壁圆滑连接的弧形侧壁。本实用新型通过在闸墩墩尾的两边设置从闸墩墩尾的头端向闸墩墩尾的末端圆滑渐变内收的侧壁,那么,当水流经过时,水流得到扩散,使过闸的水流具有良好的水流流态,并通过弧形侧壁将两边侧壁连接,保障该处的混凝土的强度,使其结构更稳定。本实用新型适用于各种水闸工程。

Figure 201220592054

The utility model discloses a large-scale sluice engineering gate pier, which comprises a pier body, one end of the pier body is provided with a gate pier head, the other end of the pier body is provided with a gate pier tail, the two sides of the gate pier tail are The side wall of the gate is gradually retracted from the head end of the gate tail to the end of the gate tail, and the end of the gate tail is also provided with an arc-shaped side wall that smoothly connects the side walls on both sides. The utility model arranges the side walls that are smoothly and gradually retracted from the head end of the gate pier tail to the end of the gate pier tail on both sides of the gate pier tail. Then, when the water flow passes through, the water flow is diffused, so that The water flow has a good water flow pattern, and the two side walls are connected through the curved side wall to ensure the strength of the concrete there and make the structure more stable. The utility model is suitable for various sluice projects.

Figure 201220592054

Description

一种大型水闸工程闸墩A large sluice engineering pier

技术领域 technical field

本实用新型涉及一种大型水闸工程闸墩。 The utility model relates to a large-scale sluice engineering pier.

背景技术 Background technique

水闸工程是修建在河道、渠道或湖、海口,利用闸门控制流量和调节水位的水工建筑物,在水利工程中的应用十分广泛。水闸关闭闸门时,可以拦洪、挡潮、蓄水抬高上游水位,以满足上游取水或通航的需要;开启闸门时,可以泄洪、排涝、冲沙、取水或根据下游用水的需要调节流量。 Sluice engineering is a hydraulic structure built on rivers, channels, lakes, and seaports, using gates to control flow and adjust water levels. It is widely used in water conservancy projects. When the sluice gate is closed, it can block floods, block tides, store water and raise the upstream water level to meet the needs of upstream water intake or navigation; when the gate is opened, it can discharge floods, drain waterlogged water, wash sand, draw water, or adjust the flow according to the needs of downstream water use.

水闸由闸室、上游连接段和下游连接段组成。闸室是水闸的主体,设有底板、 闸门、 启闭机、闸墩、胸墙、工作桥、交通桥等。闸门用来挡水和控制过闸流量,闸墩用以分隔闸孔和支承闸门、胸墙、工作桥、交通桥等。底板是闸室的基础,将闸室上部结构的重量及荷载向地基传递,兼有防渗和防冲的作用。由于过闸水流形态复杂,流速较大,闸墩的外形设计对于过闸水流流态常常造成一定的影响。目前对于闸墩的设计,墩头由于是迎水部位,一般采取半圆型设计,对于闸墩墩尾,一般采用半圆型、方型及流线型设计。 The sluice is composed of a lock chamber, an upstream connecting section and a downstream connecting section. The sluice chamber is the main body of the sluice, which is equipped with a bottom plate, a gate, a hoist, a gate pier, a parapet, a working bridge, a traffic bridge, etc. The gate is used to block water and control the flow through the gate, and the gate piers are used to separate gate holes and support gates, parapets, working bridges, traffic bridges, etc. The bottom plate is the foundation of the lock chamber, which transmits the weight and load of the upper structure of the lock chamber to the foundation, and has the functions of anti-seepage and anti-scouring. Due to the complex shape and high flow velocity of the water flow through the gate, the shape design of the gate pier often has a certain influence on the flow state of the water flow through the gate. At present, for the design of the gate pier, the pier head is generally designed in a semicircular shape because it is the part facing the water, and the pier tail of the gate pier is generally designed in a semicircular, square and streamlined design.

在泄水闸的实际运行过程中,我们常常发现由于其闸墩墩尾设计为方型或者是半圆型,造成水流经过泄水闸闸室后不能得到良好的扩散,水流在墩后产生较大范围的涡流区,在漩涡的挤压下,出闸水流不稳定,波动较大,消力池内水流流态较为不利,漩涡的强度随局部开启度的增大而加强,这种消力池的不良流态对水闸自身的安全影响极大,由于水流不稳,造成消力池底板脉动压力较大,引发底板的失稳。 During the actual operation of the sluice, we often find that the design of the tail of the sluice pier is square or semicircular, so that the water flow cannot be well diffused after passing through the sluice sluice chamber, and the water flow has a large range of water behind the pier. In the vortex area, under the extrusion of the vortex, the water flow out of the gate is unstable and fluctuates greatly, and the flow state of the water flow in the stilling pool is relatively unfavorable. The strength of the vortex increases with the increase of the local opening degree. The state of the sluice has a great impact on the safety of the sluice itself. Due to the unstable water flow, the pulsating pressure on the bottom plate of the stilling pool is relatively large, causing the instability of the bottom plate.

为了改善闸墩墩尾后的水流流态,一种改进的流线型的墩尾型式被提出来,经过模型试验检验,该型式的墩尾确实能够有效的改善消力池的水流流态,但是经过实际工程检验,该体型存在一些缺点,如流线型的尾尖施工难度较大,又由于尾尖在混凝土结构上较薄,不能进行配筋,在水流的冲击下会造成毁损,影响工程的正常运行。 In order to improve the water flow pattern behind the pier tail of the sluice pier, an improved streamlined pier tail type was proposed. After model tests, this type of pier tail can indeed effectively improve the water flow state of the stilling pool, but after The actual engineering test shows that this body shape has some disadvantages, such as the streamlined tail tip is difficult to construct, and because the tail tip is thin on the concrete structure, it cannot be reinforced, which will cause damage under the impact of water flow and affect the normal operation of the project. .

实用新型内容 Utility model content

本实用新型的目的,在于提供一种大型水闸工程闸墩。 The purpose of the utility model is to provide a large-scale sluice engineering pier.

本实用新型解决其技术问题的解决方案是:一种大型水闸工程闸墩,其包括墩体,所述墩体的一端设有闸墩墩头,墩体的另一端设有闸墩墩尾,所述闸墩墩尾两边的侧壁从闸墩墩尾的头端向闸墩墩尾的末端圆滑渐变内收,闸墩墩尾的末端还设有一将其两边的侧壁圆滑连接的弧形侧壁。  The solution of the utility model to solve the technical problem is: a large-scale sluice engineering pier, which includes a pier body, one end of the pier body is provided with a pier head, and the other end of the pier body is provided with a pier tail. The side walls on both sides of the gate pier tail are smoothly and gradually retracted from the head end of the gate pier tail to the end of the gate pier tail, and the end of the gate pier tail is also provided with an arc that smoothly connects the side walls on both sides. side wall. the

作为上述技术方案的进一步改进,所述弧形侧壁的横截面为扇形,其半径为1~2米。 As a further improvement of the above technical solution, the arc-shaped side wall has a fan-shaped cross section with a radius of 1-2 meters.

作为上述技术方案的进一步改进,所述闸墩墩头的横截面为半圆形。 As a further improvement of the above technical solution, the cross section of the pier head is semicircular.

作为上述技术方案的进一步改进,所述墩体的两侧壁上均匀设有若干个闸门槽,两侧的闸门槽一一对应,闸门槽均设置在闸墩墩头与闸墩墩尾间。  As a further improvement of the above technical solution, several gate slots are evenly provided on the two side walls of the pier body, and the gate slots on both sides correspond one by one, and the gate slots are all arranged between the pier head and the tail of the pier. the

作为上述技术方案的进一步改进,所述墩体的下方还设有与墩体固定连接的底板。 As a further improvement of the above technical solution, a bottom plate fixedly connected to the pier is further provided under the pier.

本实用新型的有益效果是:本实用新型通过在闸墩墩尾的两边设置从闸墩墩尾的头端向闸墩墩尾的末端圆滑渐变内收的侧壁,那么,当水流经过时,水流得到扩散,使过闸的水流具有良好的水流流态,并通过弧形侧壁将两边侧壁连接,保障该处的混凝土的强度,使其结构更稳定。 The beneficial effects of the utility model are: the utility model sets the side walls that are smoothly and gradually retracted from the head end of the gate pier tail to the end of the gate pier tail on both sides of the gate pier tail, then, when the water flows through, The water flow is diffused, so that the water flow passing through the gate has a good flow pattern, and the two side walls are connected through the arc-shaped side wall to ensure the strength of the concrete there and make the structure more stable.

本实用新型适用于各种水闸工程。 The utility model is suitable for various sluice projects.

附图说明 Description of drawings

下面结合附图及实例对本实用新型作进一步的说明。 Below in conjunction with accompanying drawing and example the utility model is described further.

图1是本实用新型的剖视图; Fig. 1 is a sectional view of the utility model;

图2是本实用新型的俯视图。 Fig. 2 is a top view of the utility model.

具体实施方式 Detailed ways

下面结合附图,详细说明本实用新型的应用。 Below in conjunction with accompanying drawing, describe in detail the application of the present utility model.

参照图1~图2,一种大型水闸工程闸墩,其包括墩体1,墩体的一端设有闸墩墩头2,墩体的另一端设有闸墩墩尾3,闸墩墩尾3两边的侧壁从闸墩墩尾的头端向闸墩墩尾的末端圆滑渐变内收,闸墩墩尾3的末端还设有一将其两边的侧壁圆滑连接的弧形侧壁6。 Referring to Figures 1 to 2, a large-scale sluice engineering pier includes a pier body 1, one end of the pier body is provided with a pier head 2, the other end of the pier body is provided with a pier tail 3, and the pier tail 3 is provided with a pier tail. 3. The side walls on both sides are smoothly and gradually retracted from the head end of the gate tail to the end of the gate tail. The end of the gate tail 3 is also provided with an arc-shaped side wall 6 that smoothly connects the side walls on both sides.

通过在闸墩墩尾3的两边设置从闸墩墩尾3的头端向闸墩墩尾的末端圆滑渐变内收的侧壁,那么,当水流经过时,水流得到扩散,使过闸的水流具有良好的水流流态,并通过弧形侧壁6将两边侧壁连接,保障该处的混凝土的强度,使其结构更稳定。 By arranging on both sides of the gate pier tail 3 a side wall that is smoothly and gradually retracted from the head end of the gate pier tail 3 to the end of the gate pier tail, then, when the water flow passes by, the water flow is diffused, so that the water flow passing through the gate It has a good water flow pattern, and the two side walls are connected by the curved side wall 6, so as to ensure the strength of the concrete there and make the structure more stable.

进一步作为优选的实施方式,弧形侧壁6的横截面为扇形,其半径为1~2米。扇形的弧形侧壁6保障该处的混凝土的强度,使其结构更稳定。 As a further preferred embodiment, the cross section of the arc-shaped side wall 6 is fan-shaped, and its radius is 1-2 meters. The fan-shaped curved side wall 6 guarantees the strength of the concrete there, making the structure more stable.

进一步作为优选的实施方式,闸墩墩头2的横截面为半圆形。半圆状的闸墩墩头2利于水流进入闸门。 As a further preferred embodiment, the cross section of the pier head 2 is semicircular. The semicircular gate pier head 2 is beneficial for water flow to enter the gate.

进一步作为优选的实施方式,墩体1的两侧壁上均匀设有若干个闸门槽5,两侧的闸门槽5一一对应,闸门槽5均设置在闸墩墩头2与闸墩墩尾3间。闸门槽5的横截面可以根据不同形状的闸门设置为矩形、半圆形或者弧形。 Further as a preferred embodiment, the two side walls of the pier body 1 are evenly provided with several gate grooves 5, and the gate grooves 5 on both sides correspond one to one, and the gate grooves 5 are all arranged at the gate pier pier head 2 and the gate pier pier tail. 3 rooms. The cross section of the gate groove 5 can be set to be rectangular, semicircular or arc-shaped according to gates of different shapes.

进一步作为优选的实施方式,墩体1的下方还设有与墩体1固定连接的底板4。 As a further preferred embodiment, a bottom plate 4 fixedly connected to the pier body 1 is further provided under the pier body 1 .

以上是对本实用新型的较佳实施方式进行了具体说明,但本发明创造并不限于所述实施例,熟悉本领域的技术人员在不违背本实用新型精神的前提下还可作出种种的等同变型或替换,这些等同的变型或替换均包含在本申请权利要求所限定的范围内。 The above is a specific description of the preferred embodiments of the present utility model, but the invention is not limited to the described embodiments, those skilled in the art can also make various equivalent modifications without violating the spirit of the present utility model Or replacement, these equivalent modifications or replacements are all included in the scope defined by the claims of the present application.

Claims (5)

1.一种大型水闸工程闸墩,其特征在于:其包括墩体(1),所述墩体的一端设有闸墩墩头(2),墩体的另一端设有闸墩墩尾(3),所述闸墩墩尾(3)两边的侧壁从闸墩墩尾的头端向闸墩墩尾的末端圆滑渐变内收,闸墩墩尾(3)的末端还设有一将其两边的侧壁圆滑连接的弧形侧壁(6)。 1. A large-scale sluice engineering pier is characterized in that: it comprises a pier body (1), one end of the pier body is provided with a pier head (2), and the other end of the pier body is provided with a pier tail ( 3), the side walls on both sides of the gate tail (3) are smoothly and gradually retracted from the head end of the gate tail to the end of the gate tail, and the end of the gate tail (3) is also provided with a arc-shaped side walls (6) connected smoothly by the side walls on both sides. 2.根据权利要求1所述的大型水闸工程闸墩,其特征在于:所述弧形侧壁(6)的横截面为扇形,其半径为1~2米。 2. The large-scale sluice project pier according to claim 1, characterized in that: the cross section of the arc-shaped side wall (6) is fan-shaped, and its radius is 1-2 meters. 3.根据权利要求1所述的大型水闸工程闸墩,其特征在于:所述闸墩墩头(2)的横截面为半圆形。 3. The large sluice engineering pier according to claim 1, characterized in that: the pier head (2) has a semicircular cross section. 4.根据权利要求1所述的大型水闸工程闸墩,其特征在于:所述墩体(1)的两侧壁上均匀设有若干个闸门槽(5),两侧的闸门槽(5)一一对应,闸门槽(5)均设置在闸墩墩头(2)与闸墩墩尾(3)间。 4. The large-scale sluice project pier according to claim 1, characterized in that: several gate grooves (5) are evenly arranged on the two side walls of the pier body (1), and the gate grooves (5) on both sides In one-to-one correspondence, the gate slots (5) are all arranged between the gate pier head (2) and the gate pier tail (3). 5.根据权利要求1所述的大型水闸工程闸墩,其特征在于:所述墩体(1)的下方还设有与墩体(1)固定连接的底板(4)。 5. The large-scale sluice engineering pier according to claim 1, characterized in that: a bottom plate (4) fixedly connected to the pier body (1) is provided under the pier body (1).
CN2012205920548U 2012-11-09 2012-11-09 Large-scale gate pier for water gate projects Expired - Fee Related CN202899094U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012205920548U CN202899094U (en) 2012-11-09 2012-11-09 Large-scale gate pier for water gate projects

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012205920548U CN202899094U (en) 2012-11-09 2012-11-09 Large-scale gate pier for water gate projects

Publications (1)

Publication Number Publication Date
CN202899094U true CN202899094U (en) 2013-04-24

Family

ID=48119783

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2012205920548U Expired - Fee Related CN202899094U (en) 2012-11-09 2012-11-09 Large-scale gate pier for water gate projects

Country Status (1)

Country Link
CN (1) CN202899094U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111733768A (en) * 2020-05-27 2020-10-02 长江水利委员会长江科学院 A pier-tail structure of a double-line water aqueduct
CN112900373A (en) * 2021-01-19 2021-06-04 扬州大学 Gate slot with transition structure
CN112900372A (en) * 2021-01-19 2021-06-04 扬州大学 Gate slot structure for reducing water flow resistance
CN113502788A (en) * 2021-08-23 2021-10-15 中国电建集团成都勘测设计研究院有限公司 Arrangement structure of gate pier and fishtail pier

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111733768A (en) * 2020-05-27 2020-10-02 长江水利委员会长江科学院 A pier-tail structure of a double-line water aqueduct
CN112900373A (en) * 2021-01-19 2021-06-04 扬州大学 Gate slot with transition structure
CN112900372A (en) * 2021-01-19 2021-06-04 扬州大学 Gate slot structure for reducing water flow resistance
CN113502788A (en) * 2021-08-23 2021-10-15 中国电建集团成都勘测设计研究院有限公司 Arrangement structure of gate pier and fishtail pier

Similar Documents

Publication Publication Date Title
CN103410130B (en) Multi-purpose tunnel arrangement structure
CN202181543U (en) A flood discharge tunnel structure
CN202899094U (en) Large-scale gate pier for water gate projects
CN205501944U (en) To downstream water supply structure suitable for high arch dam
CN107288104A (en) A kind of cradle-type checkdam structure
CN100554592C (en) Diffused curved nose bridge
CN105386426B (en) The ecological drainage tunnel and method that diversion tunnel reconstruction controls for gates of segmental shape
CN203411960U (en) Glory hole spillway of reservoir
CN204825802U (en) Compound line type overflow weir
CN106013009B (en) A kind of more counter-slope formula stiling basins
CN110528475A (en) A kind of hydraulic engineering water intake system
CN104264639B (en) Underflow type step absorption basin energy-dissipating system
CN107975015A (en) It is provided with the checkdam of surface spillways
CN205576860U (en) Dam crest is as floodgate dam structure of traffic bridge
CN210002360U (en) A damming and flood discharge structure in alpine canyons
CN201952787U (en) Shaft well swirling flow energy dissipating and flood discharging hole for diving swirling flow generation pier
CN202865812U (en) Flow-isolating structure of ship-lock approach channels
CN113089600B (en) A swirl flood discharge tunnel that reduces the velocity at the outlet of the swirl tunnel
CN103981842B (en) Trapezoidal contraction outlet X-type flaring gate pier
CN103614986B (en) It a kind of is applicable to the pressure free current inlet method that Tailings Dam drains off floodwaters
CN203821344U (en) Forward water inlet and sand sluicing flush gallery structure of hydropower station
CN206220066U (en) Passed the flood period the choosing of the breach flow, down stream energy-dissipating structure for gravity dam bank
CN216712955U (en) Flood discharge and energy dissipation structure combining flood spillway hole and natural gully
CN205100175U (en) A structure for providing ecological flow in downstream reaches of hydropower projects
CN201943051U (en) Self-regulating annular overflow weir

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130424

Termination date: 20141109

EXPY Termination of patent right or utility model