WO2016202247A1 - 一种固定式高层塔架 - Google Patents

一种固定式高层塔架 Download PDF

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WO2016202247A1
WO2016202247A1 PCT/CN2016/085756 CN2016085756W WO2016202247A1 WO 2016202247 A1 WO2016202247 A1 WO 2016202247A1 CN 2016085756 W CN2016085756 W CN 2016085756W WO 2016202247 A1 WO2016202247 A1 WO 2016202247A1
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reinforced concrete
pipe
column
concrete support
layer
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PCT/CN2016/085756
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English (en)
French (fr)
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钟有亮
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钟有亮
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    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03B—MACHINES OR ENGINES FOR LIQUIDS
    • F03B13/00—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates
    • F03B13/06—Stations or aggregates of water-storage type, e.g. comprising a turbine and a pump
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/20—Hydro energy
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E60/00—Enabling technologies; Technologies with a potential or indirect contribution to GHG emissions mitigation
    • Y02E60/16—Mechanical energy storage, e.g. flywheels or pressurised fluids

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  • the invention relates to an engineering tool, in particular to a fixed high-rise tower.
  • the invention provides a fixed high-rise tower with stable structure and convenient construction.
  • a fixed high-rise tower comprising a fixed frame, characterized in that:
  • the fixing frame is provided with a plurality of layers, each of which comprises a column, a transverse reinforced concrete supporting tube and an oblique reinforced concrete supporting tube; wherein: each layer fixing frame is provided with four columns perpendicular to the ground, and the column is enclosed into a cube a transverse reinforced concrete support tube is inserted between the tops of adjacent columns, and an oblique reinforced concrete support tube is inserted between the top and bottom of the adjacent columns, and the oblique reinforced concrete support tubes are arranged to be crossed between the columns Forming a triangular connection structure;
  • the lateral reinforced concrete support pipe is provided with a plurality of lateral support pipe columns carrying the same under the transverse reinforced concrete support pipe;
  • the adjacent fixing brackets are fixedly connected, the pillars in the lower fixing frame are larger than the fixing brackets in the upper layer, and the several fixing brackets are connected together to form a tower-shaped fixing frame of the connected structure, under the tower-shaped fixing frame , the base plate of the tower group is provided.
  • the inside of the tower-shaped fixing frame is provided with a spiraling escalator, and an escalator column carrying the same is arranged below the escalator.
  • the top of the tower-shaped fixing frame is provided with a base plate for installing a wind power generator, and the working plate is provided on the base plate. station.
  • a ventilation fence is arranged around the top of the base plate, and a ceiling is provided on the top of the fence.
  • the front, rear, left and right sides of the tower-shaped fixing frame are respectively provided with a plurality of water supply pipe groups perpendicular to the ground, and each water supply pipe group includes two water supply pipes, and the two water supply pipes are respectively disposed at an oblique angle
  • each water supply pipe group includes two water supply pipes, and the two water supply pipes are respectively disposed at an oblique angle
  • the inner side and the outer side of the reinforced concrete support tube and the transverse reinforced concrete support tube; the water supply tube is bundled at the transverse reinforced concrete support tube or the oblique reinforced concrete support tube by a half-moon type collar, wire clamp or pipe clamp.
  • the top end of the water supply pipe is provided with a curved pipe; the front, rear, left and right sides of the tower-shaped fixing frame are respectively provided with a power generation water pipe, and the curved pipe of the water supply pipe passes through the reserved space of the base plate and is disposed at The same side of the power generation water pipe is connected, and the hydraulic water supply device connected to the bottom of the water supply pipe turns to supply water to the water supply pipe in a circulating manner, and the water supply pipe transfers the water to the power generation water pipe, so that the water in the power generation water pipe impacts the tower shape.
  • the turbine below the fixed frame generates electricity.
  • the water supply pipe or the power generation water pipe is fixed by concrete grouting on the periphery of the water supply pipe or the power generation water pipe, and is equipped with a water pipe well to reinforce the water supply pipe or the power generation water pipe.
  • the left and right outer sides of the column are respectively provided with reinforcing cement piers, one end of the inclined supporting rod is connected with the reinforcing cement pier, and the other end is supported outside the column of the highest layer fixing frame.
  • the transverse reinforced concrete support pipe and the oblique reinforced concrete support pipe are both made of a metal pipe.
  • a method for installing a fixed high-rise tower characterized in that the method comprises the following steps:
  • the above-mentioned fixed high-rise tower adopts a structure of continuous crisscross structure, and is a high-rise tower resistant to wind, and the high-rise tower has the following purposes:
  • a water supply pipe is arranged on the tower, and the bottom of the water supply pipe is connected with a hydraulic water supply device as described in ZL201210333809.7.
  • the elbows at the top of the water supply pipe are respectively circulated to the power generation water pipe to generate electricity.
  • the water of the water pipe impacts the hydro-generator downwards, so that the hydro-generator runs continuously around the clock.
  • the water impacts the hydro-generator and then enters the sink below, and then circulates to the hydraulic water supply device.
  • Figure 1 is a schematic view of the structure of the present invention
  • Figure 2 is a schematic right side view of Figure 1;
  • the column 1 the transverse reinforced concrete support tube 2, the oblique reinforced concrete support tube 3, the base plate 4, the fence 5, the ceiling 6, the inclined support rod 7, the reinforced concrete pier 8, the half moon type collar 9, the power generation
  • a fixed high-rise tower includes a fixing frame, and the fixing frame is provided with a plurality of layers, each of which comprises a column 1, a transverse reinforced concrete supporting tube 2 and an oblique reinforced concrete supporting tube 3;
  • Each of the fixing frames is provided with four vertical columns 1 which are perpendicular to the ground, and the vertical columns 1 are arranged in a cubic shape, that is, the columns of the same specification are arranged in four directions from east to west and north and south; transverse steel bars are inserted between the tops of adjacent columns 1
  • the concrete support pipe 2, the oblique reinforced concrete support pipe 3 is inserted between the top and the bottom of the adjacent column 1, and the oblique reinforced concrete support pipe 3 is arranged to form a triangular connection structure between the columns 1; adjacent fixing
  • the frames are fixedly connected, the column 1 in the lower layer is larger than the frame in the upper layer, and the plurality of layers are connected together to form a tower-shaped holder of the connected structure.
  • a plurality of lateral supporting pipe columns 14 carrying the same are disposed under the lateral reinforced concrete supporting pipe 2; under the tower-shaped fixing frame, a tower group substrate is disposed.
  • the transverse reinforced concrete support pipe 2 and the oblique reinforced concrete support pipe 3 are bundled, and the lateral support pipe column 14 is bundled under the transverse reinforced concrete support pipe 2; the pillar of the second layer fixed frame is assembled after the bundling is completed , the transverse reinforced concrete support pipe 2 and the support pipe column 14 are poured with reinforced concrete;
  • the tower-shaped fixing frame is provided with a spiraling escalator 11 inside, and an escalator column 13 carrying the elevator ladder 13 is arranged under the escalator 11, so that the worker can climb and carry the working objects to the upper layer, because the wind is higher.
  • the larger the pipe, the lower step of the escalator is welded to the angle steel at the transverse reinforced concrete support pipe.
  • the angle steel is pre-welded to the transverse reinforced concrete support pipe. You can also install an elevator as needed.
  • the top of the tower-shaped fixing frame is provided with a base plate 4 for mounting a generator, and the base plate 4 is provided with a working platform, and the base plate 4 is used for fixing the wind power generator;
  • the water supply pipe of the hydraulic water supply device described in ZL201210333809.7 performs power generation, and the base plate also needs to reserve a crawling installation space for the water supply pipe.
  • the base plate and the working platform are provided with upwardly fixed full-bolt bolts for fixing the base plate of the wind power generator.
  • a ventilation fence 5 is disposed around the upper surface of the base plate 4, and a ceiling 6 is disposed at the top of the fence 5.
  • the front, rear, and left and right sides of the tower-shaped fixing frame are respectively provided with a plurality of sets of water supply pipe groups perpendicular to the ground, and water supply
  • the pipe group is provided in groups of 3 to 4, and each water supply pipe group includes two water supply pipes 12, which are respectively disposed on the inner side and the outer side of the oblique reinforced concrete support pipe; the water supply pipe 12 passes through the half moon type collar 9.
  • the wire clamp or pipe clamp is bundled in the transverse reinforced concrete support pipe 2 or the oblique reinforced concrete support pipe 7.
  • the top end of the water supply pipe 12 is provided with a curved pipe; the front, the rear, and the left and right sides of the tower-shaped fixing frame are respectively provided with a power transmission water pipe 10, and the curved pipe of the water supply pipe 12 passes through the space reserved by the base plate 4 and
  • the hydraulic water supply device connected to the bottom of the water supply pipe 12 is alternately supplied with water to the water supply pipe 12 in a circulating manner, and the water is transferred from the water supply pipe 12 to the power generation water pipe 10, thereby generating electricity.
  • the water in the water pipe 10 hits the hydro-generator below the tower-shaped fixed frame to generate electricity; the water impacts the hydro-generator to generate electricity and then enters the lower receiving pool, and then circulates to the hydraulic water supply separately.
  • the water supply pipe 12 or the power generation water pipe 10 is fixed by concrete grouting on the periphery of the water supply pipe 12 or the power generation water pipe 10, and is matched with a water pipe well of a fixed water supply pipe in the construction project to reinforce the water supply pipe 12 or the power generation water pipe. 10.
  • the left and right outer sides of the column 1 are respectively provided with reinforcing cement piers 8.
  • One end of the inclined supporting rod 7 is connected with the reinforcing cement pier 8, and the other end is supported outside the column 1 of the highest layer fixing frame.
  • the transverse reinforced concrete support pipe 2 and the diagonal reinforced concrete support pipe 3 are each made of a metal pipe.
  • the fixed high-rise tower can supply the altitude required by wind turbines and hydroelectric generators, and recycle resources with renewable resources for sustainable development.

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  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Wind Motors (AREA)

Abstract

一种固定式高层塔架包括固定架，固定架设置有若干层，每层固定架均包括立柱(1)、横向钢筋混凝土支撑管(2)和斜向钢筋混凝土支撑管(3)；其中：每层固定架设置有4根垂直于地面的立柱(1)，立柱(1)围成立方体形；相邻的立柱(1)顶部之间插设有横向钢筋混凝土支撑管(2)，相邻的立柱(1)的顶部和底部之间插设有斜向钢筋混凝土支撑管(3)，斜向钢筋混凝土支撑管(3)交叉设置使立柱(1)之间形成三角形连接结构；相邻的固定架之间为固定连接，处于下层固定架的立柱截面大于处于上层的固定架，若干层固定架连接在一起形成一个连体结构的塔形固定架。该固定式高层塔架可以供给风力发电机及水力发电机所需的海拔高度，利用可再生资源进行循环发电，达到可持续发展的目的。

Description

一种固定式高层塔架 技术领域
本发明涉及一种工程用具，特别是一种固定式高层塔架。
背景技术
市场上常用的塔架大多是建房用的脚手架和塔吊，脚手架和塔吊往往是临时搭建，工程完工后即拆除。
目前全球资源紧缺，为充分的利用可再生能源，一些地方开始采用风力进行发电，或者通过液压供水装置利用淡水和海水资源进行发电，但市面上的脚手架和塔吊由于不够稳定，无法满足平原地区风力发电机或液压供水装置供水管的安装要求。
发明内容
本发明提供了一种结构稳定、建造方便的固定式高层塔架。
为实现上述目的，本发明的技术方案为：
一种固定式高层塔架，包括固定架，其特征在于：
所述固定架设置有若干层，每层固定架均包括立柱、横向钢筋混凝土支撑管和斜向钢筋混凝土支撑管；其中：每层固定架设置有4根垂直于地面的立柱，立柱围成立方体形；相邻的立柱顶部之间插设有横向钢筋混凝土支撑管，相邻的立柱的顶部和底部之间插设有斜向钢筋混凝土支撑管，斜向钢筋混凝土支撑管交叉设置使立柱之间形成三角形连接结构；
所述横向钢筋混凝土支撑管的下面设置有若干条承载其的横向支撑管立柱；
相邻的固定架之间为固定连接，处于下层固定架的立柱截面大于处于上层的固定架，若干层固定架连接在一起形成一个连体结构的塔形固定架，在塔形固定架的下面，设置有塔架群地基板。
所述塔形固定架内部设有盘旋上升的扶梯，所述扶梯下面设置有承载其的扶梯立柱。
所述塔形固定架的顶部设置有用于安装风力发电机的基座板，基座板上设有工作平 台。
所述基座板上面的四周围设有通风围栏，围栏的顶部设有顶棚。
所述塔形固定架的前、后、左、右四个面分别设置有若干组垂直于地面的供水管组，每个供水管组包括2条供水管，这2条供水管分别设在斜向钢筋混凝土支撑管和横向钢筋混凝土支撑管的内侧和外侧；供水管通过半月型套环、钢丝夹或管箍捆扎在横向钢筋混凝土支撑管或斜向钢筋混凝土支撑管处。
供水管的顶端设置有弯管；所述塔形固定架的前、后、左、右四个面分别设置有发电输水管，供水管的弯管穿过基座板预留的空间与其设置在同一面的发电输水管连接，与供水管底部相连的液压供水装置用循环的方式轮流向供水管供水，由供水管将水传输至发电输水管内，从而使发电输水管内的水冲击塔形固定架下方的水轮机进行发电。
所述供水管或发电输水管是通过在供水管或发电输水管外围用混凝土包浆来固定，并配以水管井来加固供水管或发电输水管。
所述立柱的左右两外侧分别设有加固水泥墩，斜型支撑杆一端与加固水泥墩连接，另一端支撑于最高层固定架的立柱外侧。
所述横向钢筋混凝土支撑管和斜向钢筋混凝土支撑管均由金属管制成。
一种固定式高层塔架的安装方法，其特征在于包括以下步骤：
(1)在地下建造基础水泥墩，水泥墩呈立方体形分布；在水泥墩上安装塔架群地基板；
(2)在基础水泥墩上建造第一层固定架：第一层固定架的立柱底部植于基础水泥墩中，在立柱内捆扎钢筋，立柱底部的钢筋与塔架群地基板的钢筋连体捆扎在一起；捆扎立柱钢筋的同时将横向钢筋混凝土支撑管插入立柱顶端，斜向钢筋混凝土支撑管也斜插入立柱内，对横向钢筋混凝土支撑管和斜向钢筋混凝土支撑管进行连体捆扎，并在横向钢筋混凝土支撑管的下面捆扎横向支撑管立柱；捆扎完成后对立柱、横向钢筋混凝土支撑管和支撑管立柱浇灌钢筋混凝土；
(3)在第一层固定架上建造第二层固定架：第二层固定架的立柱底部植于第一层固定架的立柱中，在立柱内侧捆扎钢筋，捆扎钢筋的同时将第二层固定架的横向钢筋混凝土支撑管插入本层的立柱顶端，第二层固定架的斜向钢筋混凝土支撑管也斜插入本层的立柱内，对横向钢筋混凝土支撑管和斜向钢筋混凝土支撑管进行连体捆扎，并在横向钢筋混凝土支撑管的下面捆扎横向支撑管立柱；捆扎完成后对本层的立柱、横向钢筋混凝土支撑管和支撑管立柱浇灌钢筋混凝土；
(4)重复第(3)中的步骤建造第3、4……N层，直至达到设计高度。
以上所述的固定式高层塔架，采用连体纵横交错的结构，是一种抗风力强的高层塔架，该高层塔架有以下用途：
(1)将风力发电机安装在基座板上，可供给风力发电机所需的海拔高度，获得足够的风能，提供风力发电机的叶轮转速，进行循环发电，充分利用了可再生的风力资源；
(2)在塔架上设置供水管，供水管底部连接如ZL201210333809.7所述的液压供水装置，当水供至塔顶时，供水管顶部的弯头分别循环向发电输水管送水，使发电输水管的水向下冲击水轮发电机，从而使水轮发电机日以继夜不停的运转发电，水冲击水轮发电机发电后又进入下方的接水池，又分别循环向液压供水装置进行供水，达到循环供水发电的目的，充分利用了淡水和海水资源。
附图说明
图1是本发明的结构示意图；
图2是图1的右视结构示意图；
图中，立柱1，横向钢筋混凝土支撑管2，斜向钢筋混凝土支撑管3，基座板4，围栏5，顶棚6，斜型支撑杆7，加固水泥墩8，半月型套环9，发电输水管10，扶梯11，供水管12，扶梯立柱13，横向支撑管立柱14。
具体实施方式
以下结合附图，对本发明作进一步说明：
如图1所示，一种固定式高层塔架，包括固定架，固定架设置有若干层，每层固定架均包括立柱1、横向钢筋混凝土支撑管2和斜向钢筋混凝土支撑管3；其中：每层固定架设置有4根垂直于地面的立柱1，立柱1围成立方体形，即东西南北四个方向各设有同样规格的立柱；相邻的立柱1顶部之间插设有横向钢筋混凝土支撑管2，相邻的立柱1的顶部和底部之间插设有斜向钢筋混凝土支撑管3，斜向钢筋混凝土支撑管3交叉设置使立柱1之间形成三角形连接结构；相邻的固定架之间为固定连接，处于下层固定架的立柱1截面大于处于上层的固定架，若干层固定架连接在一起形成一个连体结构的塔形固定架。
为了进一步增强塔形固定架的稳定性，在横向钢筋混凝土支撑管2的下面设置有若干条承载其的横向支撑管立柱14；在塔形固定架的下面，设置有塔架群地基板。
安装上述高层塔架时，包括如下步骤：
(1)在地下建造基础水泥墩，水泥墩呈立方体形分布；在水泥墩上安装塔架群地基板；
(2)在基础水泥墩上建造第一层固定架：第一层固定架的立柱1底部植于基础水泥墩中，在立柱1内侧捆扎钢筋，立柱1底部的钢筋与塔架群地基板的钢筋连体捆扎在一起；捆扎立柱1钢筋的的同时将横向钢筋混凝土支撑管2插入立柱1顶端，斜向钢筋混凝土支撑管3也斜插入立柱1内，对横向钢筋混凝土支撑管2和斜向钢筋混凝土支撑管3进行连体捆扎，并在横向钢筋混凝土支撑管2的下面捆扎横向支撑管立柱14；捆扎完成后对立柱1、横向钢筋混凝土支撑管2和支撑管立柱14浇灌钢筋混凝土；第一层钢筋混凝土浇灌完成后，横向钢筋混凝土支撑管2、斜向钢筋混凝土支撑管3与立柱1的钢筋混凝土板结在一起，就形成了一个井字形的并且前、后、左、右四个面都有三角形的塔架，整体具有稳定性；
(3)在第一层固定架上建造第二层固定架：第二层固定架的立柱1底部植于第一层固定架的立柱1中，在立柱1内捆扎钢筋，捆扎钢筋的同时将第二层固定架的横向钢筋混凝土支撑管2插入本层的立柱1顶端，第二层固定架的斜向钢筋混凝土支撑管3也斜插入本层的立柱1 内，对横向钢筋混凝土支撑管2和斜向钢筋混凝土支撑管3进行连体捆扎，并在横向钢筋混凝土支撑管2的下面捆扎横向支撑管立柱14；捆扎完成后对第二层固定架的立柱、横向钢筋混凝土支撑管2和支撑管立柱14浇灌钢筋混凝土；
(4)重复第(3)中的步骤建造第3、4……N层，直至达到设计高度。
进一步的，所述塔形固定架内部设有盘旋上升的扶梯11，扶梯11下面设置有承载其的扶梯立柱13，如此可以方便工作人员向高层攀爬及搬运工作物件，由于塔架越高风力越大，还需将扶梯的梯脚焊接在横向钢筋混凝土支撑管处的角钢上，角钢是已经预先焊接在横向钢筋混凝土支撑管上的。还可以根据需要安装一个电梯。
进一步的，所述塔形固定架的顶部设置有用于安装发电机的基座板4，基座板4上设有工作平台，基座板4是用于固定风力发电机的；或者如果采用如ZL201210333809.7所述的液压供水装置的供水管进行发电，基座板还需预留够供水管的爬行安装空间。基座板及工作平台上设有向上固定全牙螺栓，这些螺栓是用于固定风力发电机的基座板的。
进一步的，所述基座板4上面的四周围设有通风围栏5，围栏5的顶部设有顶棚6。
进一步的，如果采用如ZL201210333809.7所述的液压供水装置的供水管进行发电，所述塔形固定架的前、后、左右四个面分别设置有若干组垂直于地面的供水管组，供水管组最好是设置3～4组，每个供水管组包括2条供水管12，这2条供水管分别设在斜向钢筋混凝土支撑管的内侧和外侧；供水管12通过半月型套环9、钢丝夹或管箍捆扎在横向钢筋混凝土支撑管2或斜向钢筋混凝土支撑管7处。
供水管12的顶端设置有弯管；所述塔形固定架的前、后、左右四个面分别设置有发电输水管10，供水管12的弯管穿过基座板4预留的空间和与其设置在同一面的发电输水管10连接，与供水管12底部相连的液压供水装置用循环的方式轮流向供水管12供水，由供水管12将水传输至发电输水管10内，从而使发电输水管10内的水冲击塔形固定架下方的水轮发电机进行发电；水冲击水轮发电机发电后又进入下方的接水池，又分别循环向液压供水装 置进行供水，达到循环供水发电的目的。其中，供水管12或发电输水管10是通过在供水管12或发电输水管10外围用混凝土包浆来固定，并配以建筑工程中固定供水管的水管井来加固供水管12或发电输水管10。
为进一步加固塔形固定架，所述立柱1的左右两外侧分别设有加固水泥墩8，斜型支撑杆7一端与加固水泥墩8连接，另一端支撑于最高层固定架的立柱1外侧。
优选的，横向钢筋混凝土支撑管2和斜向钢筋混凝土支撑管3均由金属管制成。
该固定式高层塔架，可以供给风力发电机及水力发电机所需的海拔高度，利用可再生资源进行循环发电，达到可持续发展的目的。

Claims (10)

  1. 一种固定式高层塔架，包括固定架，其特征在于：
    所述固定架设置有若干层，每层固定架均包括立柱(1)、横向钢筋混凝土支撑管(2)和斜向钢筋混凝土支撑管(3)；其中：每层固定架设置有4根垂直于地面的立柱(1)，立柱(1)围成立方体形；相邻的立柱(1)顶部之间插设有横向钢筋混凝土支撑管(2)，相邻的立柱(1)的顶部和底部之间插设有斜向钢筋混凝土支撑管(3)，斜向钢筋混凝土支撑管(3)交叉设置使立柱(1)之间形成三角形连接结构；
    所述横向钢筋混凝土支撑管(2)的下面设置有若干条承载其的横向支撑管立柱(14)；
    相邻的固定架之间为固定连接，处于下层固定架的立柱(1)截面大于处于上层的固定架，若干层固定架连接在一起形成一个连体结构的塔形固定架，在塔形固定架的下面，设置有塔架群地基板。
  2. 根据权利要求1所述的固定式高层塔架，其特征在于：
    所述塔形固定架内部设有盘旋上升的扶梯(11)，所述扶梯(11)下面设置有承载其的扶梯立柱(13)。
  3. 根据权利要求1所述的固定式高层塔架，其特征在于：
    所述塔形固定架的顶部设置有用于安装风力发电机的基座板(4)，基座板(4)上设有工作平台。
  4. 根据权利要求3所述的固定式高层塔架，其特征在于：
    所述基座板(4)上面的四周围设有通风围栏(5)，围栏(5)的顶部设有顶棚(6)。
  5. 根据权利要求3所述的固定式高层塔架，其特征在于：
    所述塔形固定架的前、后、左、右四个面分别设置有若干组垂直于地面的供水管组，每个供水管组包括2条供水管(12)，这2条供水管分别设在斜向钢筋混凝土支撑管和横向钢筋混凝土支撑管的内侧和外侧；供水管(12)通过半月型套环(9)、钢丝夹或管箍捆扎在横向钢筋混凝土支撑管(2)或斜向钢筋混凝土支撑管(7)处。
  6. 根据权利要求5所述的固定式高层塔架，其特征在于：
    供水管(12)的顶端设置有弯管；所述塔形固定架的前、后、左右四个面分别设置有发电输水管(10)，供水管(12)的弯管穿过基座板(4)预留的空间和与其设置在同一面的发电输水管(10)连接，与供水管(12)底部相连的液压供水装置用循环的方式轮流向供水管(12)供水，由供水管(12)将水传输至发电输水管(10)内，从而使发电输水管(10)内的水冲击塔形固定架下方的水轮发电机进行发电。
  7. 根据权利要求6所述的固定式高层塔架，其特征在于：
    所述供水管(12)或发电输水管(10)是通过在供水管(12)或发电输水管(10)外围用混凝土包浆来固定，并配以水管井来加固供水管(12)或发电输水管(10)。
  8. 根据权利要求1所述的固定式高层塔架，其特征在于：
    所述立柱(1)的左右两外侧分别设有加固水泥墩(8)，斜型支撑杆(7)一端与加固水泥墩(8)连接，另一端支撑于最高层固定架的立柱(1)外侧。
  9. 根据权利要求1所述的固定式高层塔架，其特征在于：
    所述横向钢筋混凝土支撑管(2)和斜向钢筋混凝土支撑管(3)均由金属管制成。
  10. 一种如权利要求1所述的固定式高层塔架的安装方法，其特征在于包括以下步骤：
    (1)在地下建造基础水泥墩，水泥墩呈立方体形分布；在水泥墩上安装塔架群地基板；
    (2)在基础水泥墩上建造第一层固定架：第一层固定架的立柱(1)底部植于基础水泥墩中，在立柱(1)内捆扎钢筋，立柱(1)底部的钢筋与塔架群地基板的钢筋连体捆扎在一起；捆扎立柱(1)钢筋的同时将横向钢筋混凝土支撑管(2)插入立柱(1)顶端，斜向钢筋混凝土支撑管(3)也斜插入立柱(1)内，对横向钢筋混凝土支撑管(2)和斜向钢筋混凝土支撑管(3)进行连体捆扎，并在横向钢筋混凝土支撑管(2)的下面捆扎横向支撑管立柱(14)；捆扎完成后对立柱(1)、横向钢筋混凝土支撑管(2)和支撑管立柱(14)浇灌钢筋混凝土；
    (3)在第一层固定架上建造第二层固定架：第二层固定架的立柱(1)底部植于第一层固定 架的立柱(1)中，在立柱(1)内捆扎钢筋，捆扎钢筋的同时将第二层固定架的横向钢筋混凝土支撑管(2)插入本层的立柱(1)顶端，第二层固定架的斜向钢筋混凝土支撑管(3)也斜插入本层的立柱(1)内，对横向钢筋混凝土支撑管(2)和斜向钢筋混凝土支撑管(3)进行连体捆扎，并在横向钢筋混凝土支撑管(2)的下面捆扎横向支撑管立柱(14)；捆扎完成后对本层固定架的立柱、横向钢筋混凝土支撑管(2)和支撑管立柱(14)浇灌钢筋混凝土；
    (4)重复第(3)中的步骤建造第3、4……N层，直至达到设计高度。
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109883254A (zh) * 2019-04-08 2019-06-14 广东览讯科技开发有限公司 一种冷却塔塔角立柱及其生产工艺
CN109883252A (zh) * 2019-04-01 2019-06-14 广东览讯科技开发有限公司 一种具有辅助支撑结构的冷却塔塔角立柱

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104989603A (zh) * 2015-06-16 2015-10-21 钟有亮 一种固定式高层塔架

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005014025A1 (de) * 2005-03-23 2006-09-28 Rudolf Eckart Als Stahlfachwerkkonstruktion ausgebildeter Turm, vorzugsweise für Windkraftanlagen
EP2067915A2 (de) * 2007-12-04 2009-06-10 WeserWind GmbH Gitterstruktur eines Offshore-Bauwerks, insbesondere einer Offshore-Windenergieanlage
PT104495A (pt) * 2009-04-07 2010-10-07 Valter Jose Da Guia Lucio Torre treliçada
CN102338016A (zh) * 2011-08-26 2012-02-01 曹信江 一种抽水储能装置
CN102797647A (zh) * 2012-08-30 2012-11-28 广东明阳风电产业集团有限公司 一种风力发电机塔筒与导管架基础双层甲板支撑连接结构
CN103410670A (zh) * 2013-08-01 2013-11-27 南京飓能电控自动化设备制造有限公司 桁架式风力发电机塔架及具有该塔架的风力发电机组
CN104989603A (zh) * 2015-06-16 2015-10-21 钟有亮 一种固定式高层塔架

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8226347B2 (en) * 2007-10-30 2012-07-24 Northern Power Systems Utility Scale, Inc. Variable speed operating system and method of operation for wind turbines
CN101832240A (zh) * 2010-04-09 2010-09-15 中金富华能源科技有限公司 一种多层多柱桁架塔式支撑系统
CN102102643A (zh) * 2011-03-31 2011-06-22 哈尔滨工业大学 风力发电机组用格构式空心钢管混凝土塔架
KR20140147994A (ko) * 2013-06-21 2014-12-31 한국해양과학기술원 합성기둥과 가새로 구성되는 풍력타워 구조 및 이를 이용한 풍력타워의 시공방법
CN103485965A (zh) * 2013-08-14 2014-01-01 周维武 气压循环供水发电装置

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005014025A1 (de) * 2005-03-23 2006-09-28 Rudolf Eckart Als Stahlfachwerkkonstruktion ausgebildeter Turm, vorzugsweise für Windkraftanlagen
EP2067915A2 (de) * 2007-12-04 2009-06-10 WeserWind GmbH Gitterstruktur eines Offshore-Bauwerks, insbesondere einer Offshore-Windenergieanlage
PT104495A (pt) * 2009-04-07 2010-10-07 Valter Jose Da Guia Lucio Torre treliçada
CN102338016A (zh) * 2011-08-26 2012-02-01 曹信江 一种抽水储能装置
CN102797647A (zh) * 2012-08-30 2012-11-28 广东明阳风电产业集团有限公司 一种风力发电机塔筒与导管架基础双层甲板支撑连接结构
CN103410670A (zh) * 2013-08-01 2013-11-27 南京飓能电控自动化设备制造有限公司 桁架式风力发电机塔架及具有该塔架的风力发电机组
CN104989603A (zh) * 2015-06-16 2015-10-21 钟有亮 一种固定式高层塔架

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109883252A (zh) * 2019-04-01 2019-06-14 广东览讯科技开发有限公司 一种具有辅助支撑结构的冷却塔塔角立柱
CN109883252B (zh) * 2019-04-01 2024-04-26 广东览讯科技开发有限公司 一种具有辅助支撑结构的冷却塔塔角立柱
CN109883254A (zh) * 2019-04-08 2019-06-14 广东览讯科技开发有限公司 一种冷却塔塔角立柱及其生产工艺
CN109883254B (zh) * 2019-04-08 2024-05-17 广东览讯科技开发有限公司 一种冷却塔塔角立柱及其生产工艺

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