CN106639610A - Iron tower tail edge continuous leveling method - Google Patents

Iron tower tail edge continuous leveling method Download PDF

Info

Publication number
CN106639610A
CN106639610A CN201611132003.6A CN201611132003A CN106639610A CN 106639610 A CN106639610 A CN 106639610A CN 201611132003 A CN201611132003 A CN 201611132003A CN 106639610 A CN106639610 A CN 106639610A
Authority
CN
China
Prior art keywords
tower
iron tower
nuts
flange plate
bolts
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.)
Pending
Application number
CN201611132003.6A
Other languages
Chinese (zh)
Inventor
要粮安
任海平
任昱星
任进朝
姚聚杰
白贵勇
王建军
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.)
Jinzhong Power Supply Co of State Grid Shanxi Electric Power Co Ltd
State Grid Corp of China SGCC
Original Assignee
Jinzhong Power Supply Co of State Grid Shanxi Electric Power Co Ltd
State Grid Corp of China SGCC
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 Jinzhong Power Supply Co of State Grid Shanxi Electric Power Co Ltd, State Grid Corp of China SGCC filed Critical Jinzhong Power Supply Co of State Grid Shanxi Electric Power Co Ltd
Priority to CN201611132003.6A priority Critical patent/CN106639610A/en
Publication of CN106639610A publication Critical patent/CN106639610A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/34Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/34Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
    • E04H12/344Arrangements for lifting tower sections for placing additional sections under them

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Foundations (AREA)

Abstract

一种铁塔地脚接续找平方法,本发明通过接续螺栓、接续螺母使本身拓展长度有限的地脚螺栓能够进一步延伸,增加铁塔地脚的提升高度,特别适用于倾斜铁塔的矫正,尤其是采空区铁塔的纠偏,降低了施工难度,缩短了施工周期,节省了大量人力物力。安装补强螺丝进一步增加了装置的强度,保证装置能够在长时间使用中保持稳定,有效避免断裂和变形。上、下法兰上的填注孔能保证水泥灌注完整,不留气泡。

A method for leveling iron tower feet. The invention enables the anchor bolts with limited expansion length to be further extended by connecting bolts and nuts to increase the lifting height of iron tower feet. It is especially suitable for rectification of inclined iron towers, especially for goafs The correction of the iron tower in the district reduces the difficulty of construction, shortens the construction period, and saves a lot of manpower and material resources. The installation of reinforcement screws further increases the strength of the device, ensuring that the device can remain stable during long-term use and effectively avoid breakage and deformation. The filling holes on the upper and lower flanges can ensure that the cement is poured completely without leaving air bubbles.

Description

一种铁塔地脚接续找平方法A method for connecting and leveling iron tower feet

技术领域technical field

本发明涉及一种铁塔地脚维修方法,特别涉及一种铁塔地脚接续找平方法。The invention relates to a maintenance method for an iron tower foot, in particular to a continuous leveling method for an iron tower foot.

背景技术Background technique

铁塔广泛应用于输电、通信等领域,铁塔在使用过程中,常常发生塔基沉降现象,尤其在采空区域,沉降现象尤为明显。若铁塔倾斜角度过大,只得更换铁塔,而更换铁塔工程量大,且铁塔多分布于山区田间,不但给施工难度大,且容易对当地居民的生产生活造成影响。现有的塔基地脚螺栓有一定的预留长度,但只能应对及其微小的沉降,有的铁塔地脚在安装时预先设置油缸,在塔基发生 沉降时通过油缸进行抬升,但安装油缸成本较高,长期处于户外容易发生损坏、泄露,稳定性无法保证。Iron towers are widely used in power transmission, communication and other fields. During the use of iron towers, tower base settlement often occurs, especially in goaf areas, where settlement is particularly obvious. If the inclination angle of the iron tower is too large, the iron tower has to be replaced, and the replacement of the iron tower requires a large amount of work, and most of the iron towers are distributed in the fields in mountainous areas, which not only makes construction difficult, but also easily affects the production and life of local residents. The existing tower foundation anchor bolts have a certain reserved length, but they can only cope with extremely small settlements. Some iron tower foundations are installed with oil cylinders in advance, and the oil cylinders are used to lift when the tower foundations settle, but the installation of oil cylinders The cost is high, and it is prone to damage and leakage when it is outdoors for a long time, and its stability cannot be guaranteed.

发明内容Contents of the invention

针对现有技术的不足,本发明提供一种铁塔地脚接续找平方法。Aiming at the deficiencies of the prior art, the invention provides a method for leveling the iron tower foundations.

本发明采用的技术方案是:一种铁塔地脚接续找平方法,包括如下步骤:The technical solution adopted in the present invention is: a method for leveling the iron tower foundation, comprising the following steps:

(1)测算出每个塔脚需提升高度,将塔基地脚螺栓与铁塔地脚分离,利用起吊设备将铁塔倾斜塔脚脚拉起,拉起高度比测算高度高50mm;(1) Calculate the lifting height of each tower foot, separate the tower foundation anchor bolts from the iron tower foot, and use lifting equipment to pull up the inclined tower foot of the iron tower, and the lifting height is 50mm higher than the calculated height;

(2)将下法兰板安装于地脚螺栓上,以螺母固定,所述下法兰板为方形,中部开填注孔;(2) Install the lower flange plate on the anchor bolts and fix it with nuts. The lower flange plate is square, with a filling hole in the middle;

(3)地脚螺栓顶部连接接续螺母,接续螺母顶部连接接续螺栓,接续长度根据铁塔倾斜程度实际测算;(3) The top of the anchor bolt is connected to the connecting nut, and the top of the connecting nut is connected to the connecting bolt. The connecting length is actually measured according to the inclination of the tower;

(4)接续螺栓上安装上法兰板,上法兰板底部设置螺母固定,所述上法兰板与所述下法兰板结构相同;(4) The upper flange plate is installed on the connecting bolt, and the bottom of the upper flange plate is fixed with nuts, and the structure of the upper flange plate is the same as that of the lower flange plate;

(5)将铁塔塔脚套入接续螺栓上,两端用螺母夹紧固定;(5) Put the iron tower feet into the connecting bolts, and clamp and fix both ends with nuts;

(6)将所有需接续的塔脚按上述方法安装完毕,并对接续螺栓和接续螺母做微调,使铁塔所有塔脚处于同一平面上;(6) Install all the tower feet that need to be connected according to the above method, and make fine adjustments to the connecting bolts and connecting nuts, so that all the tower feet of the iron tower are on the same plane;

(7)上述所有连接件上涂抹黄油,并缠绕塑料袋;(7) Apply butter to all the above-mentioned connecting parts, and wrap plastic bags;

(8)上述接续结构外固定模具,向模具内灌装水泥,待水泥凝固后,撤下起吊设备。(8) Fix the mold outside the above connection structure, fill the mold with cement, and remove the lifting equipment after the cement solidifies.

所述的一种铁塔地脚接续找平方法,其特征是:步骤(4)中,每根接续螺栓周围安装四根补强螺丝,补强螺丝通过匹配的补强螺母固定于上、下法兰板上,四根补强螺钉均匀分布于对应的接续螺栓周围。The above-mentioned method for leveling the foundation of an iron tower is characterized in that: in step (4), four reinforcement screws are installed around each connection bolt, and the reinforcement screws are fixed on the upper and lower flanges through matching reinforcement nuts On the board, four reinforcing screws are evenly distributed around the corresponding connecting bolts.

本发明通过接续螺栓、接续螺母使本身拓展长度有限的地脚螺栓能够进一步延伸,增加铁塔地脚的提升高度,特别适用于倾斜铁塔的矫正,尤其是采空区铁塔的纠偏,降低了施工难度,缩短了施工周期,节省了大量人力物力。安装补强螺丝能够进一步增加装置的强度,保证装置能够在长时间使用中保持稳定,有效避免断裂和变形。上、下法兰上的填注孔能保证水泥灌注完整,不留气泡。The invention enables the anchor bolts with limited expansion length to be further extended by connecting the bolts and nuts, increasing the lifting height of the tower feet, and is especially suitable for rectification of inclined iron towers, especially for deflection correction of iron towers in gobs, reducing construction difficulty , shorten the construction period, save a lot of manpower and material resources. Installing reinforcing screws can further increase the strength of the device, ensuring that the device can remain stable during long-term use, and effectively avoid breakage and deformation. The filling holes on the upper and lower flanges can ensure that the cement is poured completely without leaving air bubbles.

附图说明Description of drawings

图1为本发明接续结构俯视图;Fig. 1 is a top view of the connection structure of the present invention;

图2为本发明接续结构主视图;Fig. 2 is the front view of the connection structure of the present invention;

图3为本发明接续完成后结构示意图;Fig. 3 is the schematic diagram of the structure after the splicing of the present invention is completed;

图中:1-上法兰板,2-下法兰板,3-地脚螺栓,4-接续螺栓,5-接续螺母,6-下固定螺母,7-上找平螺母,8-上固定螺母,9-补强螺丝,10-补强螺母,11-填注孔。In the figure: 1-upper flange plate, 2-lower flange plate, 3-anchor bolt, 4-connection bolt, 5-connection nut, 6-lower fixing nut, 7-upper leveling nut, 8-upper fixing nut , 9-reinforcing screw, 10-reinforcing nut, 11-filling hole.

具体实施方式detailed description

一种铁塔地脚接续找平方法,首先测量铁塔的倾斜程度和每个塔脚的沉降深度,从而计算出每个塔脚需要提升的高度。接触塔脚与地脚螺栓的固定连接,利用起吊设备将塔脚拉起,拉起高度比需要提升高度高50mm。如图1、2所示,每个塔基有四个地脚螺栓3,将下法兰板2安装于地脚螺栓3上,由下固定螺母6固定,在地脚螺栓上连接接续螺母5,接续螺母连接接续螺栓4,接续螺栓上安装上法兰板1,上法兰板1由其底部的上找平螺母7定位,每组接续螺栓、接续螺母、地脚螺栓周边安装四根补强螺丝9,补强螺丝9环形均匀分布于接续螺栓、接续螺母、地脚螺栓周围,补强螺丝9由补强螺母10固定于上下法兰板上,所述上、下法兰板为方形结构,中部开填注孔11。上法兰板上方设置一对上固定螺母8,将塔脚放入接续螺栓4上,以上固定螺母8固定。其他需要提升的塔脚同样利用上述方法固定,固定完毕后,再次对每个接续螺栓接续螺母及补强螺丝进行微调,使铁塔所有塔脚位于同一平面上,微调完毕后,在所有连接件上涂抹黄油,并缠绕塑料袋。在连接结构外固定模具,向模具内灌注水泥,带水泥完全凝固后,撤下起吊设备,从而完成地脚接续找平,如图3所示。A method for leveling the foot of an iron tower. Firstly, the inclination of the iron tower and the settlement depth of each foot of the tower are measured, so as to calculate the height that each foot of the tower needs to be lifted. Contact the fixed connection between the tower foot and the anchor bolt, use the lifting equipment to pull up the tower foot, and the lifting height is 50mm higher than the required lifting height. As shown in Figures 1 and 2, each tower base has four anchor bolts 3, the lower flange plate 2 is installed on the anchor bolts 3, fixed by the lower fixing nut 6, and the connecting nut 5 is connected to the anchor bolts , the connecting nut is connected to the connecting bolt 4, and the upper flange plate 1 is installed on the connecting bolt, and the upper flange plate 1 is positioned by the upper leveling nut 7 at the bottom, and four reinforcements are installed around each group of connecting bolts, connecting nuts and anchor bolts Screws 9 and reinforcing screws 9 are evenly distributed in rings around the connecting bolts, connecting nuts and anchor bolts. The reinforcing screws 9 are fixed on the upper and lower flange plates by reinforcing nuts 10. The upper and lower flange plates are of square structure , the middle part opens filling hole 11. A pair of upper fixing nuts 8 are arranged above the upper flange plate, and the tower foot is placed on the connecting bolt 4, and the above fixing nuts 8 are fixed. Other tower feet that need to be lifted are also fixed by the above method. After fixing, fine-tune each connecting bolt, connecting nut and reinforcing screw again, so that all tower feet of the iron tower are on the same plane. Butter and wrap around plastic bag. Fix the mold outside the connection structure, pour cement into the mold, and remove the lifting equipment after the cement is completely solidified, so as to complete the leveling of the foundation, as shown in Figure 3.

Claims (2)

1.一种铁塔地脚接续找平方法,其特征是:包括如下步骤:1. A method for leveling the iron tower foot is characterized in that it may further comprise the steps: (1)测算出每个塔脚需提升高度,将塔基地脚螺栓与铁塔地脚分离,利用起吊设备将铁塔倾斜塔脚脚拉起,拉起高度比测算高度高50mm;(1) Calculate the lifting height of each tower foot, separate the tower foundation anchor bolts from the iron tower foot, and use lifting equipment to pull up the inclined tower foot of the iron tower, and the lifting height is 50mm higher than the calculated height; (2)将下法兰板安装于地脚螺栓上,以螺母固定,所述下法兰板为方形,中部开填注孔;(2) Install the lower flange plate on the anchor bolts and fix it with nuts. The lower flange plate is square, with a filling hole in the middle; (3)地脚螺栓顶部连接接续螺母,接续螺母顶部连接接续螺栓,接续长度根据铁塔倾斜程度实际测算;(3) The top of the anchor bolt is connected to the connecting nut, and the top of the connecting nut is connected to the connecting bolt. The connecting length is actually measured according to the inclination of the tower; (4)接续螺栓上安装上法兰板,上法兰板底部设置螺母固定,所述上法兰板与所述下法兰板结构相同;(4) The upper flange plate is installed on the connecting bolt, and the bottom of the upper flange plate is fixed with nuts, and the structure of the upper flange plate is the same as that of the lower flange plate; (5)将铁塔塔脚套入接续螺栓上,两端用螺母夹紧固定;(5) Put the iron tower feet into the connecting bolts, and clamp and fix both ends with nuts; (6)将所有需接续的塔脚按上述方法安装完毕,并对接续螺栓和接续螺母做微调,使铁塔所有塔脚处于同一平面上;(6) Install all the tower feet that need to be connected according to the above method, and make fine adjustments to the connecting bolts and connecting nuts, so that all the tower feet of the iron tower are on the same plane; (7)上述所有连接件上涂抹黄油,并缠绕塑料袋;(7) Apply butter to all the above-mentioned connecting parts, and wrap plastic bags; (8)上述接续结构外固定模具,向模具内灌装水泥,待水泥凝固后,撤下起吊设备。(8) Fix the mold outside the above connection structure, fill the mold with cement, and remove the lifting equipment after the cement solidifies. 2.根据权利要求1所述的一种铁塔地脚接续找平方法,其特征是:步骤(4)中,每根接续螺栓周围安装四根补强螺丝,补强螺丝通过匹配的补强螺母固定于上、下法兰板上,四根补强螺钉均匀分布于对应的接续螺栓周围。2. A method for leveling iron tower foundations according to claim 1, characterized in that in step (4), four reinforcing screws are installed around each connecting bolt, and the reinforcing screws are fixed by matching reinforcing nuts On the upper and lower flange plates, four reinforcing screws are evenly distributed around the corresponding connecting bolts.
CN201611132003.6A 2016-12-09 2016-12-09 Iron tower tail edge continuous leveling method Pending CN106639610A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201611132003.6A CN106639610A (en) 2016-12-09 2016-12-09 Iron tower tail edge continuous leveling method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201611132003.6A CN106639610A (en) 2016-12-09 2016-12-09 Iron tower tail edge continuous leveling method

Publications (1)

Publication Number Publication Date
CN106639610A true CN106639610A (en) 2017-05-10

Family

ID=58824153

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201611132003.6A Pending CN106639610A (en) 2016-12-09 2016-12-09 Iron tower tail edge continuous leveling method

Country Status (1)

Country Link
CN (1) CN106639610A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112482870A (en) * 2020-11-24 2021-03-12 广东顺德电力设计院有限公司 Pole tower in-situ lifting device

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201771056U (en) * 2010-08-06 2011-03-23 上海电信工程有限公司 Ground anchor bolt support
CN102758445A (en) * 2011-04-27 2012-10-31 华锐风电科技(集团)股份有限公司 Foundation leveling device, foundation assembly and foundation forming method for wind driven generator tower
CN103938912A (en) * 2014-05-08 2014-07-23 北京中水恒信环境科技发展有限公司 Device for connecting high-rise structure with foundation and manufacturing method of device
CN203960920U (en) * 2013-11-18 2014-11-26 国家电网公司 Colliery minery electric power pylon inclination adjusting device
CN204151813U (en) * 2014-10-10 2015-02-11 中国能源建设集团安徽省电力设计院 A kind of adjustable basis for correcting electric power pylon foundation settlement
FR2922563B1 (en) * 2007-10-19 2016-07-01 Technip France DEVICE FOR ADJUSTING THE INCLINATION OF AN EQUIPMENT ARRANGED ON AN ANCHOR SUPPORT ON A MARINE BACKGROUND
CN205663228U (en) * 2016-06-02 2016-10-26 中国新兴建筑工程总公司 Ground auxiliary stay levelling device

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2922563B1 (en) * 2007-10-19 2016-07-01 Technip France DEVICE FOR ADJUSTING THE INCLINATION OF AN EQUIPMENT ARRANGED ON AN ANCHOR SUPPORT ON A MARINE BACKGROUND
CN201771056U (en) * 2010-08-06 2011-03-23 上海电信工程有限公司 Ground anchor bolt support
CN102758445A (en) * 2011-04-27 2012-10-31 华锐风电科技(集团)股份有限公司 Foundation leveling device, foundation assembly and foundation forming method for wind driven generator tower
CN203960920U (en) * 2013-11-18 2014-11-26 国家电网公司 Colliery minery electric power pylon inclination adjusting device
CN103938912A (en) * 2014-05-08 2014-07-23 北京中水恒信环境科技发展有限公司 Device for connecting high-rise structure with foundation and manufacturing method of device
CN204151813U (en) * 2014-10-10 2015-02-11 中国能源建设集团安徽省电力设计院 A kind of adjustable basis for correcting electric power pylon foundation settlement
CN205663228U (en) * 2016-06-02 2016-10-26 中国新兴建筑工程总公司 Ground auxiliary stay levelling device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112482870A (en) * 2020-11-24 2021-03-12 广东顺德电力设计院有限公司 Pole tower in-situ lifting device

Similar Documents

Publication Publication Date Title
CN106276577B (en) A kind of suspension bracket and operating method of framework isolated footing
CN104234385A (en) Mounting and construction method for terrace large-size steel plate embedded part
CN110093977A (en) Prefabricated component mounting structure and its installation method
CN106245670A (en) Exposed steel column base construction method
CN109403366A (en) A kind of assembly concrete-filled steel tube pile foundation and its construction method
CN102767162A (en) Concrete double-bracing large-scale mold plate and form stripping and form erecting methods
CN203531027U (en) Precise leveling system of fan foundation ring with dedicated jacks for supporting and positioning
CN106639610A (en) Iron tower tail edge continuous leveling method
CN107558487A (en) A kind of goaf transmission line foundation bracing means and reinforcement means
CN206328788U (en) A kind of electric power pylon foundation bolt continues deviation correcting device
CN206986918U (en) A kind of asymmetric template for blower fan crab-bolt foundation grouting
CN204510253U (en) Pile for prestressed pipe formula foundation structure
CN204226126U (en) The improved-type blower foundation ring of a kind of variation rigidity anchoring
CN106836324A (en) A kind of blower foundation reinforcement means for setting up oblique tension reinforcement
CN103195079B (en) Installing type template, installing type template group and complete installing type plate device
CN202380475U (en) Device for connecting reinforced concrete rod with foundation
CN206329604U (en) The steel tower that a kind of electric power pylon tilts correction bolt and its application continues deviation correcting device
CN110126063A (en) A kind of tower crane counterweight producing device
CN204715362U (en) A kind of deep foundation ditch embedded column base bracing frame
CN214363501U (en) Internal support structure for strengthening foundation pit support
CN108896371A (en) A kind of oblique scissor test part production tooling in conjunction old and new concret face and production method
CN108223539A (en) The steel tower that a kind of electric power pylon tilts correction bolt and its application continues deviation correcting device
CN105926662B (en) A kind of construction method of top plate type main transformer foundation
CN202672103U (en) Large concrete double-bracing template
CN201288329Y (en) Precision built-in steel mold of ultralong cluster anchor bolt

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20170510