CN205046574U - Enlarged footing prestressed anchorage pole wind turbine foundation device - Google Patents
Enlarged footing prestressed anchorage pole wind turbine foundation device Download PDFInfo
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- CN205046574U CN205046574U CN201520815071.7U CN201520815071U CN205046574U CN 205046574 U CN205046574 U CN 205046574U CN 201520815071 U CN201520815071 U CN 201520815071U CN 205046574 U CN205046574 U CN 205046574U
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- 239000002184 metal Substances 0.000 claims abstract description 50
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 27
- 239000010959 steel Substances 0.000 claims abstract description 27
- 239000011372 high-strength concrete Substances 0.000 claims abstract description 16
- 238000005553 drilling Methods 0.000 abstract description 12
- 238000010276 construction Methods 0.000 abstract description 10
- 238000005452 bending Methods 0.000 abstract description 5
- 239000004567 concrete Substances 0.000 description 16
- 238000000034 method Methods 0.000 description 5
- 230000005484 gravity Effects 0.000 description 4
- 230000007812 deficiency Effects 0.000 description 1
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- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
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Abstract
本实用新型公开了一种扩大头预应力锚杆风机基础装置,涉及建设工程中大型风力发电机组固定技术领域。本装置是:在基础承台的圆周内均匀设置有钻孔和扩大室,在每个钻孔内设置有钢套管;在钢套管内设置有锚杆,在锚杆底端通过滑动销、从动销和固定销依次连接有金属连杆、上转动杆和下转动杆,形成扩大头;在基础承台的钻孔和扩大室内浇铸有高强混凝土;在钢套管的顶端套有金属基础环和高强螺母。本实用新型基础牢固,节省工程投资,施工进度快,尤其是扩大头具有更大的竖向抗拔力,能够抵抗风机上部塔筒传来的巨大弯矩作用。
The utility model discloses a foundation device for an enlarged head prestressed bolt fan, and relates to the technical field of fixing large-scale wind power generators in construction projects. The device is: a drilling hole and an expansion chamber are uniformly arranged in the circumference of the foundation cap, and a steel casing is arranged in each drilling hole; an anchor rod is arranged in the steel casing, and the bottom end of the anchor rod is passed through a sliding pin, The driven pin and the fixed pin are sequentially connected with a metal connecting rod, an upper rotating rod and a lower rotating rod to form an enlarged head; high-strength concrete is cast in the drilling hole and the enlarged chamber of the foundation cap; a metal foundation ring is set on the top of the steel casing and high-strength nuts. The utility model has a firm foundation, saves engineering investment, and has fast construction progress. In particular, the expanding head has greater vertical pull-out resistance and can resist the huge bending moment from the upper tower of the fan.
Description
技术领域 technical field
本实用新型涉及建设工程中大型风力发电机组固定技术领域,尤其涉及一种扩大头预应力锚杆风机基础装置。 The utility model relates to the technical field of fixing large-scale wind power generators in construction engineering, in particular to a base device for wind turbines with prestressed bolts with enlarged heads.
背景技术 Background technique
目前我国已建成的陆上风电场装机规模约8000万kW,我国陆地风能资源可开发量约23.8亿kW。每个装机规模5万kW的风电场,C35~C40强度的基础混凝土用量约为13750m3。在满足基础安全稳定的前提条件下,采用优化的基础体型,可以节省大量的基础混凝土工程量。另外,对于大型风力发电机多采用现场构造的混凝土重力式支撑基础,或者是锚杆重力式基础,这些基础施工工序冗杂,施工历时长,混凝土和钢筋用量很大,且结构内部材料都是一次性的,结构耐久性差,随着使用时间的加长安全性大大降低。在对一些已有的风电场混凝土基础的加固中,需要钻孔打入预应力锚栓施工。而现有的预应力锚栓需要通过底部的锚板锚固,不适合钻孔的情况下使用。因此,有必要开发一种能抵抗巨大竖向拔力和弯矩,同时兼顾经济可靠性能的风机基础结构。 At present, the installed capacity of onshore wind farms built in my country is about 80 million kW, and the exploitable capacity of my country's onshore wind energy resources is about 2.38 billion kW. For each wind farm with an installed capacity of 50,000 kW, the amount of foundation concrete with C35~C40 strength is about 13750m 3 . Under the premise of satisfying the safety and stability of the foundation, the optimized foundation shape can save a lot of foundation concrete engineering. In addition, for large-scale wind turbines, concrete gravity support foundations constructed on site or anchor bolt gravity foundations are often used. The construction procedures of these foundations are complicated, the construction takes a long time, the amount of concrete and steel bars is large, and the internal materials of the structure are all once. The durability of the structure is poor, and the safety is greatly reduced as the use time increases. In the reinforcement of some existing wind farm concrete foundations, it is necessary to drill holes and insert prestressed anchor bolts for construction. However, the existing prestressed anchor bolt needs to be anchored through the anchor plate at the bottom, which is not suitable for use in the case of drilling. Therefore, it is necessary to develop a fan base structure that can resist huge vertical pull-out force and bending moment while taking into account economical and reliable performance.
发明内容 Contents of the invention
本实用新型的目的在于克服现有技术存在的缺点和不足,提供一种扩大头预应力锚杆风机基础装置,用于固定大型风力发电机组的上部结构,为陆上风电场安全运营提供技术保障。 The purpose of this utility model is to overcome the disadvantages and deficiencies of the existing technology, to provide a prestressed fan foundation device with enlarged head, which is used to fix the upper structure of large wind power generating units, and to provide technical support for the safe operation of land wind farms .
本实用新型的目的是这样实现的: The purpose of this utility model is achieved in that:
一、扩大头预应力锚杆风机基础装置(简称装置) 1. The expansion head prestressed anchor fan foundation device (referred to as the device)
本装置包括基础承台、锚杆、高强螺母、金属基础环、钢套管、高强混凝土、金属连杆、上转动杆、下转动杆、滑动销、从动销、固定销和扩大头; The device includes foundation caps, anchor rods, high-strength nuts, metal foundation rings, steel sleeves, high-strength concrete, metal connecting rods, upper rotating rods, lower rotating rods, sliding pins, driven pins, fixed pins and expanding heads;
其位置和连接关系是: Its location and connection relationship are:
在基础承台的圆周内均匀设置有钻孔和扩大室,在每个钻孔内设置有钢套管; Drilling holes and expansion chambers are evenly arranged in the circumference of the foundation cap, and steel casings are arranged in each drilling hole;
在钢套管内设置有锚杆,在锚杆底端通过滑动销、从动销和固定销依次连接有金属连杆、上转动杆和下转动杆,形成扩大头,扩大头在扩大室内; An anchor rod is arranged in the steel casing, and a metal connecting rod, an upper rotating rod and a lower rotating rod are sequentially connected to the bottom end of the anchor rod through a sliding pin, a driven pin and a fixed pin to form an expanding head, and the expanding head is in the expanding chamber;
在基础承台的钻孔和扩大室内浇铸有高强混凝土; High-strength concrete is cast in the drilling and expansion chamber of the foundation cap;
在钢套管的顶端套有金属基础环和高强螺母。 A metal base ring and a high-strength nut are sheathed on the top of the steel sleeve.
二、扩大头预应力锚杆风机基础装置施工方法(简称方法) 2. The construction method of the expansion head prestressed anchor fan foundation device (referred to as the method)
本方法包括下列步骤: This method comprises the following steps:
①在需要施工的现场勘测、整平场地,形成基础承台,并钻孔至合适的深度,在钻孔的下部再按照要求用特制的扩大头钻头钻出一段扩大室; ① Survey and level the site where construction is required to form a foundation cap, and drill to a suitable depth, and then drill a section of expansion room with a special expansion head drill in the lower part of the drill hole as required;
②将锚杆和预制好的扩大头部分通过金属连杆的内螺纹固定在一起,放入锚杆和折叠状态下的扩大头,此过程中由于钻孔内径的限制,上转动杆和下转动杆无法撑开至展开状态,维持在折叠状态; ②Fix the anchor rod and the prefabricated expansion head part through the internal thread of the metal connecting rod, put the anchor rod and the expansion head in the folded state, during this process, due to the limitation of the inner diameter of the drilling hole, the upper rotation rod and the lower rotation The rod cannot be stretched to the unfolded state and remains in the folded state;
③等锚杆就位、扩大头进入钻孔底部的扩大室区域,上转动杆和下转动杆依靠重力自动撑开至展开状态; ③ Wait until the bolt is in place and the expansion head enters the expansion room area at the bottom of the drilling hole, and the upper and lower rotating rods are automatically stretched to the unfolded state by gravity;
④将钢套管套在锚杆上,钢套管的底端支撑于金属连杆的顶端;从扩大室底部开始,依次向钻孔和钢套管之间浇筑高强度混凝土,直至钢套管顶端; ④ Put the steel casing on the anchor rod, and the bottom end of the steel casing is supported on the top of the metal connecting rod; start from the bottom of the expansion room, and pour high-strength concrete between the drill hole and the steel casing in sequence until the steel casing top;
将预制好的金属基础环穿过锚杆,放置于浇筑好的高强度混凝土之上,并通过高强螺母将锚杆和金属基础环固定为一体,保证金属基础环顶面与基础承台的顶面在一个水平面上; Pass the prefabricated metal foundation ring through the anchor rod, place it on the poured high-strength concrete, and fix the anchor rod and the metal foundation ring together with high-strength nuts to ensure that the top surface of the metal foundation ring and the top of the foundation cap face on a horizontal plane;
⑥待高强度混凝土龄期达到要求后,对伸出基础承台上端面的锚杆进行张拉施加预应力,从而使混凝土受到压力,提高整个基础结构的稳定性。 ⑥After the age of high-strength concrete reaches the requirement, prestress is applied to the anchor rod protruding from the upper end surface of the foundation cap, so that the concrete is under pressure and the stability of the entire foundation structure is improved.
本实用新型具有下列优点和积极效果: The utility model has the following advantages and positive effects:
①扩大头展开角度比较大,与一般混凝土锚杆(索)基础相比,具有更大的竖向抗拔力,能够抵抗风机上部塔筒传来的巨大弯矩作用; ①The expanding angle of the expansion head is relatively large. Compared with the general concrete anchor (cable) foundation, it has a greater vertical pull-out resistance and can resist the huge bending moment transmitted from the upper tower of the wind turbine;
②只需在钻孔内浇筑混凝土,因此混凝土用量少,节省了工程投资;锚杆及扩大头部分都是预制好的,可以在孔外拼装好后一起放入孔中,大大加快了施工进度; ②It only needs to pour concrete in the drilled hole, so the amount of concrete is less, which saves engineering investment; the anchor rod and the expansion head are prefabricated, and can be assembled outside the hole and put into the hole together, which greatly speeds up the construction schedule;
③通过高强螺母将扩大头锚杆和金属基础环连为一体,并使用刚套管将锚杆和混凝土分隔开来,以保证预应力锚杆的张拉效果; ③Use high-strength nuts to connect the expansion head anchor rod and the metal foundation ring as a whole, and use a rigid casing to separate the anchor rod from the concrete to ensure the tension effect of the prestressed anchor rod;
④对锚杆施加预应力,通过锚杆底端的扩大头将拔力和弯矩传递到四周更大范围的岩土体中,让地基和混凝土基础结构共同承担风机上部结构传来的静力和动力荷载。 ④ Prestressing is applied to the anchor rod, and the pulling force and bending moment are transmitted to the surrounding rock and soil in a larger range through the enlarged head at the bottom of the anchor rod, so that the foundation and the concrete foundation structure share the static force and dynamic load.
总之,本实用新型基础牢固,节省工程投资,施工进度快,尤其是扩大头具有更大的竖向抗拔力,能够抵抗风机上部塔筒传来的巨大弯矩作用。 In a word, the utility model has a solid foundation, saves engineering investment, and has a fast construction progress. Especially, the expanding head has a greater vertical pull-out resistance and can resist the huge bending moment from the upper tower of the fan.
附图说明 Description of drawings
图1为本装置的结构主视图; Fig. 1 is the structural front view of this device;
图2为本装置的结构俯视图。 Figure 2 is a top view of the structure of the device.
图中: In the picture:
1—基础承台,1.1—钻孔,1.2—扩大室; 1 - foundation cap, 1.1 - drilling, 1.2 - expansion room;
2—锚杆; 2—anchor;
3—高强螺母; 3—high-strength nut;
4—金属基础环; 4—metal base ring;
5—钢套管; 5—steel casing;
6—高强混凝土; 6—High-strength concrete;
7—金属连杆,7.1—滑动槽,7.2—固定槽; 7—metal connecting rod, 7.1—sliding groove, 7.2—fixed groove;
8—上转动杆; 8—upper rotating rod;
9—下转动杆; 9—lower rotating rod;
10—滑动销; 10—sliding pin;
11—从动销; 11—follower pin;
12—固定销; 12—fixed pin;
13—扩大头。 13—Enlarged head.
具体实施方式 detailed description
下面结合附图和实施例对本实用新型详细说明。 Below in conjunction with accompanying drawing and embodiment the utility model is described in detail.
一、装置 1. Device
1、总体 1. Overall
如图1、2,本装置包括基础承台1、锚杆2、高强螺母3、金属基础环4、钢套管5、高强混凝土6、金属连杆7、上转动杆8、下转动杆9、滑动销10、从动销11、固定销12和扩大头13; As shown in Figures 1 and 2, this device includes foundation cap 1, anchor rod 2, high-strength nut 3, metal foundation ring 4, steel casing 5, high-strength concrete 6, metal connecting rod 7, upper rotating rod 8, and lower rotating rod 9 , sliding pin 10, driven pin 11, fixed pin 12 and enlarging head 13;
其位置和连接关系是: Its location and connection relationship are:
在基础承台1的圆周内均匀设置有钻孔1.1和扩大室1.2,在每个钻孔1.1内设置有钢套管5; Drilling holes 1.1 and expansion chambers 1.2 are evenly arranged in the circumference of the foundation cap 1, and steel sleeves 5 are arranged in each drilling hole 1.1;
在钢套管5内设置有锚杆2,在锚杆2底端通过滑动销10、从动销11和固定销12依次连接有金属连杆7、上转动杆8和下转动杆9,形成扩大头13,扩大头13在扩大室1.2内; An anchor rod 2 is arranged inside the steel casing 5, and a metal connecting rod 7, an upper rotating rod 8 and a lower rotating rod 9 are sequentially connected to the bottom end of the anchor rod 2 through a sliding pin 10, a driven pin 11 and a fixed pin 12 to form an enlarged Head 13, the expanding head 13 is in the expanding chamber 1.2;
在基础承台1的钻孔1.1和扩大室1.2内浇铸有高强混凝土6; High-strength concrete 6 is cast in the borehole 1.1 of the foundation cap 1 and the enlarged chamber 1.2;
在钢套管5的顶端套有金属基础环4和高强螺母3。 A metal base ring 4 and a high-strength nut 3 are sheathed on the top of the steel casing 5 .
2、功能部件 2. Functional components
本装置的功能部件均为常用件或标准部件。 The functional parts of this device are common parts or standard parts.
1)基础承台1 1) Foundation cap 1
基础承台1是一个整平的圆形场地,在圆周内均匀设置有钻孔1.1,在钻孔1.1的底部设置有扩大室1.2,钻孔的规格(孔径、深度及间距)根据现场工程地质情况及设计风机容量而定。 The foundation cap 1 is a flattened circular site, with boreholes 1.1 evenly arranged in the circumference, and an expansion chamber 1.2 is arranged at the bottom of the borehole 1.1. It depends on the situation and the design fan capacity.
其功能是整个基础装置的承台。 Its function is the bearing platform of the whole foundation device.
2)锚杆2 2) Anchor 2
锚杆2为一种精轧螺纹钢杆;其底端设置有外螺纹,其顶端伸出基础承台1的上端面15cm左右。 The anchor rod 2 is a fine-rolled threaded steel rod; its bottom end is provided with an external thread, and its top end protrudes from the upper end surface of the foundation cap 1 by about 15 cm.
其功能是为后期的张拉和与风机下法兰的拼接。 Its function is for later tensioning and splicing with the lower flange of the fan.
3)高强螺母3 3) High-strength nut 3
高强螺母3是一种常用件或标准部件。 The high-strength nut 3 is a common part or a standard part.
其功能是将锚杆2和金属基础环4紧紧固定为一个整体。 Its function is to tightly fix the anchor rod 2 and the metal foundation ring 4 as a whole.
4)金属基础环4 4) Metal base ring 4
金属基础环4为一种金属圆环,埋设于基础承台1的顶面;其上均匀设置有圆孔,圆孔数量与锚杆2数量一样,圆孔直径与锚杆2直径匹配,圆环的外径和基础承台1的外径一致。 The metal foundation ring 4 is a metal ring embedded on the top surface of the foundation cap 1; circular holes are evenly arranged on it, the number of the circular holes is the same as that of the anchor rods 2, and the diameter of the circular holes matches the diameter of the anchor rods 2. The outer diameter of the ring is consistent with the outer diameter of the foundation cap 1 .
其功能是固定锚杆2。 Its function is to fix anchor rod 2.
5)钢套管5 5) Steel casing 5
钢套管5为中空长管,内径大于锚杆2外径3~5毫米。 The steel casing 5 is a hollow long tube, and the inner diameter is 3 to 5 millimeters larger than the outer diameter of the anchor rod 2 .
其功能是:把锚杆2和高强混凝土6分离。 Its function is to separate the anchor rod 2 from the high-strength concrete 6 .
6)高强混凝土6 6) High-strength concrete 6
高强混凝土6为C35-C40标号的混凝土,浇筑在钻孔1.1和钢套管5之间,以及扩大室1.2内部。 The high-strength concrete 6 is concrete of C35-C40 grade, which is poured between the borehole 1.1 and the steel casing 5, and inside the expansion chamber 1.2.
其功能是形成基础结构。 Its function is to form the underlying structure.
7)金属连杆7 7) Metal connecting rod 7
金属连杆7是一种金属杆,其外径略大于锚杆2的直径,其顶端带有和锚杆2外螺纹适配的内螺纹,其上端设置有滑动槽7.1,其下端设置有固定槽7.2; Metal connecting rod 7 is a kind of metal rod, its outer diameter is slightly larger than the diameter of anchor rod 2, and its top is provided with the inner thread that is adapted to the outer thread of anchor rod 2, and its upper end is provided with sliding groove 7.1, and its lower end is provided with fixed Slot 7.2;
其功能是顶端接锚杆2,上端接上转动杆8,下端接下转动杆9。 Its function is that the top end is connected with the anchor rod 2, the upper end is connected with the upper rotating rod 8, and the lower end is connected with the lower rotating rod 9.
8)上转动杆8 8) Upper turning lever 8
上转动杆8为前后两个呈八字形的两端有通孔的活动金属杆,其顶端利用滑动销10与金属连杆7的滑动槽7.1连接,其左右下端通过从动销11与下转动杆9连接; The upper rotating rod 8 is a movable metal rod with through holes at the two ends of the front and back in a figure-eight shape. 9 connections;
其功能是和下转动杆9一起形成扩大头13,共同承担上部结构传递下来的荷载。 Its function is to form the enlarged head 13 together with the lower rotating rod 9, and jointly bear the load transmitted from the upper structure.
9)下转动杆9 9) Lower turning lever 9
下转动杆9为前后两个呈倒八字形的两端有通孔的活动金属杆,其底端利用固定销12与金属连杆7的固定槽7.2连接,其左右上端通过从动销11与上转动杆8连接; The lower rotating rod 9 is a movable metal rod with through holes at both ends of the front and back in an inverted splayed shape. The rotating rod 8 is connected;
其功能是和上转动杆8一起形成扩大头13,共同承担上部结构传递下来的荷载。 Its function is to form the enlarged head 13 together with the upper rotating rod 8, and jointly bear the load transmitted from the upper structure.
10)滑动销10 10) Slide pin 10
滑动销10为预制的金属销; Slide pin 10 is a prefabricated metal pin;
其功能是用于连接金属连杆7和上转动杆8。 Its function is to be used for connecting metal connecting rod 7 and last turning bar 8.
11)从动销11 11) Follower pin 11
从动销11为预制的金属销; The driven pin 11 is a prefabricated metal pin;
其功能是用于连接上转动杆8和下转动杆9。 Its function is to be used for connecting upper rotating rod 8 and following rotating rod 9.
12)固定销12 12) Fixed pin 12
固定销12为预制的金属销; Fixed pin 12 is a prefabricated metal pin;
其功能是用于连接下转动杆9和金属连杆7。 Its function is to be used for connecting lower turning bar 9 and metal connecting rod 7.
13)扩大头13 13) Expand head 13
由金属连杆7、上转动杆8、下转动杆9、滑动销10、从动销11和固定销12组成。 It consists of a metal connecting rod 7, an upper rotating rod 8, a lower rotating rod 9, a sliding pin 10, a driven pin 11 and a fixed pin 12.
3、工作基理: 3. Working principle:
本装置主要由基础承台1、锚杆2、金属基础环4、高强混凝土6和锚杆扩大头13组成;扩大头13由金属连杆7、上转动杆8和下转动杆9通过滑动销10、从动销11和固定销12连接而成;滑动销12可以在金属连杆7的滑动槽7.1内上下自由滑动;在自由展开状态,上下转动杆组成两个菱形的扩大头13对称固定于金属连杆7的两侧;将锚杆2底端的外螺纹和金属连杆7顶部的内螺纹紧密连接后一同放入底部带有扩大室1.2的钻孔1.1中,等锚杆2就位、扩大头13进入扩大室1.2区域,上转动杆8和下转动杆9依靠重力自动撑开至展开状态;将钢套管5套于锚杆2上以后,从孔底开始依次向上浇筑高强度混凝土6,充满钻孔1.1底部的扩大室1.2直至钢套管2的顶端;待混凝土浇好后,以上所有部件都浇灌在混凝土里,成为本基础装置的永久部分;待混凝土强度达到要求后安装金属基础环4,基础环4上设有与风机塔筒底法兰螺栓孔相匹配的圆孔,数根与圆孔数量相同的锚杆2与金属基础环4固定为一体,并伸出金属基础环4上端面一定距离,利用张拉机具对锚杆2施加预应力从而使混凝土受到压力,提高整个基础装置结构的稳定性;锚杆2的伸出段将来和风机塔筒下法兰由高强螺母3固定,风机塔筒下法兰是由风机厂商提供,是标准模式,风机厂商都有详细的技术说明和图纸供参考。 The device is mainly composed of foundation cap 1, anchor rod 2, metal foundation ring 4, high-strength concrete 6 and anchor rod expansion head 13; 10. The driven pin 11 is connected with the fixed pin 12; the sliding pin 12 can freely slide up and down in the sliding groove 7.1 of the metal connecting rod 7; in the freely unfolded state, the up and down rotating rod forms two diamond-shaped expanding heads 13 which are symmetrically fixed on the Both sides of the metal connecting rod 7; after tightly connecting the external thread at the bottom end of the anchor rod 2 and the internal thread at the top of the metal connecting rod 7, put them together into the drill hole 1.1 with the enlarged chamber 1.2 at the bottom, wait for the anchor rod 2 to be in place, The expanding head 13 enters the area of the expanding room 1.2, and the upper rotating rod 8 and the lower rotating rod 9 are automatically stretched to the unfolded state by gravity; after the steel sleeve 5 is placed on the anchor rod 2, high-strength concrete is poured upwards from the bottom of the hole in sequence 6. Fill the expansion chamber 1.2 at the bottom of the borehole 1.1 to the top of the steel casing 2; after the concrete is poured, all the above components are poured in the concrete and become a permanent part of the basic device; after the concrete strength meets the requirements, install the metal The base ring 4 is provided with round holes matching the bolt holes on the bottom flange of the fan tower, and several anchor rods 2 with the same number as the round holes are fixed together with the metal base ring 4 and protrude out of the metal base The upper end surface of the ring 4 has a certain distance, and the tensioning machine is used to apply prestress to the anchor rod 2 so that the concrete is under pressure and the stability of the entire foundation device structure is improved; The nut 3 is fixed, and the lower flange of the fan tower is provided by the fan manufacturer, which is a standard model. The fan manufacturer has detailed technical instructions and drawings for reference.
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
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CN105220706A (en) * | 2015-10-20 | 2016-01-06 | 中国科学院武汉岩土力学研究所 | Enlarged footing prestressed anchor blower foundation system and construction method thereof |
CN110735444A (en) * | 2019-10-17 | 2020-01-31 | 湖南砼联科技有限责任公司 | vertical anchor self-protection type fan foundation and construction method thereof |
CN112695755A (en) * | 2021-01-05 | 2021-04-23 | 中路高科交通检测检验认证有限公司 | Large-tonnage cable-stayed bunched rock anchor system, construction method thereof and suspension bridge |
CN112695756A (en) * | 2021-01-05 | 2021-04-23 | 中路高科交通检测检验认证有限公司 | Large-tonnage prestress cluster anchor rod assembly used in rock anchor |
-
2015
- 2015-10-20 CN CN201520815071.7U patent/CN205046574U/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105220706A (en) * | 2015-10-20 | 2016-01-06 | 中国科学院武汉岩土力学研究所 | Enlarged footing prestressed anchor blower foundation system and construction method thereof |
CN105220706B (en) * | 2015-10-20 | 2017-03-22 | 中国科学院武汉岩土力学研究所 | Fan foundation system with expanded-feet and pre-stressed anchors and construction method for fan foundation system |
CN110735444A (en) * | 2019-10-17 | 2020-01-31 | 湖南砼联科技有限责任公司 | vertical anchor self-protection type fan foundation and construction method thereof |
CN110735444B (en) * | 2019-10-17 | 2021-09-10 | 湖南砼联科技有限责任公司 | Vertical anchor self-protection type fan foundation and construction method thereof |
CN112695755A (en) * | 2021-01-05 | 2021-04-23 | 中路高科交通检测检验认证有限公司 | Large-tonnage cable-stayed bunched rock anchor system, construction method thereof and suspension bridge |
CN112695756A (en) * | 2021-01-05 | 2021-04-23 | 中路高科交通检测检验认证有限公司 | Large-tonnage prestress cluster anchor rod assembly used in rock anchor |
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