CN105484282A - Leveling device inside cup-shaped foundation of pipe steel support and usage method of leveling device - Google Patents

Leveling device inside cup-shaped foundation of pipe steel support and usage method of leveling device Download PDF

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CN105484282A
CN105484282A CN201410479810.XA CN201410479810A CN105484282A CN 105484282 A CN105484282 A CN 105484282A CN 201410479810 A CN201410479810 A CN 201410479810A CN 105484282 A CN105484282 A CN 105484282A
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steel support
pipe line
rim
cup
line steel
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CN105484282B (en
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邸思鸿
姜兴东
陈劲松
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Shenyang Aluminum and Magnesium Engineering and Research Institute Co Ltd
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Shenyang Aluminum and Magnesium Engineering and Research Institute Co Ltd
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Abstract

本发明涉及工业领域的管道支架安装,具体为一种管道钢支架的杯口基础内的调平装置及其使用方法。该装置包括预埋安装锚栓、调平螺母、临时木楔、微膨胀混凝土,杯口基础的中心盲孔底部设置预埋安装锚栓,预埋安装锚栓为U形结构,U形结构的底部置于杯口基础中,U形结构的两边伸出于杯口基础外部,所述U形结构两边的伸出端分别设有外螺纹,通过所述外螺纹对称安装调平螺母,管道钢支架一端插装于杯口基础的中心盲孔,位于杯口基础中的管道钢支架外侧设置微膨胀混凝土。本发明构造简单、便于施工,可以大幅减小吊车在原地等待的时间,从而提高了吊车的使用率,而且也节约了管道钢支架的安装时间,对保证工期、降低机械费有很好的效果。

The invention relates to the installation of pipeline supports in the industrial field, in particular to a leveling device in the cup foundation of steel pipeline supports and a method for using the same. The device includes pre-embedded installation anchor bolts, leveling nuts, temporary wooden wedges, and micro-expansion concrete. The bottom of the central blind hole of the cup foundation is equipped with pre-embedded installation anchor bolts. The pre-embedded installation anchor bolts have a U-shaped structure. The bottom is placed in the foundation of the cup mouth, and the two sides of the U-shaped structure protrude outside the foundation of the cup mouth. The protruding ends of the two sides of the U-shaped structure are respectively provided with external threads, and the leveling nuts are installed symmetrically through the external threads. One end of the support is inserted into the central blind hole of the cup foundation, and micro-expanding concrete is placed outside the pipe steel support in the cup foundation. The invention has a simple structure and is convenient for construction, and can greatly reduce the waiting time of the crane on the spot, thereby improving the utilization rate of the crane, and saving the installation time of the pipeline steel support, which has a good effect on ensuring the construction period and reducing the mechanical cost .

Description

一种管道钢支架的杯口基础内的调平装置及其使用方法A leveling device in the cup foundation of a pipeline steel support and its application method

技术领域technical field

本发明涉及工业领域的管道支架安装,具体为一种管道钢支架的杯口基础内的调平装置及其使用方法。The invention relates to the installation of pipeline supports in the industrial field, in particular to a leveling device in the cup foundation of steel pipeline supports and a method for using the same.

背景技术Background technique

在一些工业厂区内,管道支架根据工艺流程需要布置在各车间之间,由于输送管道有一定的坡度,导致管道支架顶标高各个不一,设计院为方便钢构厂可批量加工制作,在设计时将一个温度区段内的管道支架设计成一种类型,即管道钢支架高度相同仅通过调整支架杯口基础的不同埋深来达到管道支架顶标高各个不一的要求。但由于采用了杯口基础,管道钢支架在安装过程中需要吊车起吊来回调整顶标高,需要吊车一直在原地等待,使其利用率降低,工作效率也不高,造成机械现场窝工比较严重,所以就会导致机械费用大大提高,生产成本相应提高。In some industrial factories, the pipe supports are arranged between the workshops according to the technological process. Since the conveying pipes have a certain slope, the top elevations of the pipe supports are different. The design institute can process and manufacture them in batches for the convenience of the steel structure factory. At the same time, the pipe support in a temperature range is designed into one type, that is, the height of the pipe steel support is the same, only by adjusting the different buried depths of the support cup foundation to meet the different requirements of the top elevation of the pipe support. However, due to the use of the cup foundation, the pipe steel support needs to be hoisted by a crane to adjust the roof elevation back and forth during the installation process. The crane needs to wait in place all the time, which reduces the utilization rate and the work efficiency is not high, resulting in serious on-site mechanical work. Therefore, the cost of machinery will be greatly increased, and the production cost will be increased accordingly.

发明内容Contents of the invention

本发明的目的在于提供一种管道钢支架的杯口基础内的调平装置及其使用方法,解决管道钢支架在安装过程中需要吊车起吊来回调整顶标高,影响工作效率等问题。The purpose of the present invention is to provide a leveling device in the cup base of the pipeline steel support and its use method, so as to solve the problems that the pipeline steel support needs to be hoisted by a crane to adjust the top elevation back and forth during the installation process, which affects work efficiency and the like.

本发明的技术方案是:Technical scheme of the present invention is:

一种管道钢支架的杯口基础内的调平装置,该装置包括预埋安装锚栓、调平螺母、临时木楔、微膨胀混凝土,具体结构如下:A leveling device in the cup foundation of a pipeline steel support, the device includes pre-embedded installation anchor bolts, leveling nuts, temporary wooden wedges, micro-expansion concrete, the specific structure is as follows:

杯口基础的中心盲孔底部设置预埋安装锚栓,预埋安装锚栓为U形结构,U形结构的底部置于杯口基础中,U形结构的两边伸出于杯口基础外部,所述U形结构两边的伸出端分别设有外螺纹,通过所述外螺纹对称安装调平螺母,管道钢支架一端插装于杯口基础的中心盲孔,位于杯口基础中的管道钢支架外侧设置微膨胀混凝土。The bottom of the central blind hole of the cup foundation is provided with a pre-embedded installation anchor bolt. The pre-embedded installation anchor bolt is a U-shaped structure. The bottom of the U-shaped structure is placed in the cup foundation, and the two sides of the U-shaped structure protrude outside the cup foundation. The protruding ends on both sides of the U-shaped structure are respectively provided with external threads, and the leveling nuts are installed symmetrically through the external threads, and one end of the pipe steel bracket is inserted into the central blind hole of the cup foundation, and the pipe steel in the cup foundation Slightly expansive concrete is arranged on the outside of the support.

所述的管道钢支架的杯口基础内的调平装置,中心盲孔为倒锥台形,中心盲孔上口四面与管道钢支架之间通过临时木楔紧固。For the leveling device in the cup base of the pipeline steel support, the central blind hole is in the shape of an inverted truncated cone, and the four sides of the upper opening of the central blind hole and the pipeline steel support are fastened by temporary wooden wedges.

所述的管道钢支架的杯口基础内的调平装置,杯口基础、U形结构的预埋安装锚栓、调平螺母和管道钢支架配套形成垂直度及顶标高调整结构。The leveling device in the cup foundation of the pipeline steel support, the cup foundation, the pre-embedded installation anchor bolt of U-shaped structure, the leveling nut and the pipeline steel bracket are matched to form a verticality and top elevation adjustment structure.

所述的管道钢支架的杯口基础内的调平装置,预埋安装锚栓在杯口基础内锚固,中心盲孔的最小横截面积应大于15倍预埋安装锚栓截面积,预埋安装锚栓露头长度应比杯口基础高出150mm以上,并要求预埋安装锚栓上端部外螺纹长度为150~200mm。For the leveling device in the cup foundation of the pipeline steel support, the pre-embedded installation anchor bolts are anchored in the cup foundation, and the minimum cross-sectional area of the central blind hole should be greater than 15 times the cross-sectional area of the pre-embedded installation anchor bolts. The outcropping length of the installation anchor should be 150mm higher than the base of the cup mouth, and the length of the external thread at the upper end of the pre-embedded installation anchor is required to be 150-200mm.

所述的管道钢支架的杯口基础内的调平装置,管道钢支架的底板及中间加劲板上对应预埋安装锚栓的位置相应留孔,使预埋安装锚栓能自由通过,通过调平螺母与管道钢支架连接固定。The leveling device in the cup foundation of the pipeline steel bracket, the bottom plate of the pipeline steel bracket and the middle stiffening plate corresponding to the positions of the embedded installation anchor bolts are correspondingly left holes, so that the embedded installation anchor bolts can pass through freely, and through adjustment The flat nut is connected and fixed with the pipe steel bracket.

所述的管道钢支架的杯口基础内的调平装置的使用方法,当吊车将管道钢支架吊装插入到杯口基础内,并粗调管道钢支架顶标高后,利用预埋安装锚栓和临时木楔将管道钢支架临时固定,吊车开走继续下一榀管道钢支架的安装;这时通过预埋安装锚栓上的调平螺母微调管道钢支架顶标高来达到设计要求需要的标高,待管道钢支架的垂直度及标高均按设计图纸就位后,最后用高于杯口基础混凝土强度等级的微膨胀混凝土将杯口基础灌满,待微膨胀混凝土硬化达到强度要求后,撤走临时木楔,管道钢支架安装完毕。In the method of using the leveling device in the cup foundation of the pipeline steel bracket, when the crane lifts the pipeline steel bracket and inserts it into the cup foundation, and roughly adjusts the top elevation of the pipeline steel bracket, the anchor bolts and Temporary wooden wedges temporarily fix the pipe steel bracket, and the crane drives away to continue the installation of the next pipe steel bracket; at this time, the leveling nut on the pre-embedded installation anchor bolt is used to fine-tune the top elevation of the pipe steel bracket to meet the design requirements. After the verticality and elevation of the pipeline steel support are in place according to the design drawings, the cup foundation is finally filled with slightly expansive concrete that is higher than the strength level of the cup foundation concrete, and removed after the microexpansion concrete has hardened to meet the strength requirements Temporary wooden wedges and pipe steel supports are installed.

本发明的优点及有益效果是:Advantage of the present invention and beneficial effect are:

本发明在杯口基础内设有预埋安装锚栓,当吊车将管道钢支架(管架)吊装插入到杯口基础内粗调管道钢支架顶标高后,用预埋安装锚栓和临时木楔将管道钢支架临时固定,吊车可以开走继续下一榀管道钢支架的安装,这时通过预埋安装锚栓上的调平螺母微调管道钢支架顶标高来达到设计要求需要的标高,待管道钢支架的垂直度及标高均按设计图纸就位后,最后用高于杯口基础混凝土强度等级的微膨胀混凝土将杯口基础灌满,撤走临时木楔,管道钢支架安装完毕。所以,这种调平装置构造简单、便于施工,可以大幅减小吊车在原地等待的时间,从而提高了吊车的使用率,而且也节约了管道钢支架的安装时间,对保证工期、降低机械费有很好的效果。The present invention is equipped with pre-embedded installation anchor bolts in the cup mouth foundation. When the crane hoisting and inserting the pipe steel support (pipe frame) into the cup mouth foundation and roughly adjusting the top elevation of the pipe steel support, use the pre-buried installation anchor bolts and temporary wooden The wedge temporarily fixes the pipe steel support, and the crane can drive away to continue the installation of the next pipe steel support. At this time, the leveling nut on the pre-embedded installation anchor bolt is used to fine-tune the top elevation of the pipe steel support to meet the design requirements. After the verticality and elevation of the pipe steel support are in place according to the design drawings, the cup foundation is finally filled with slightly expansive concrete that is higher in strength than the cup foundation concrete, the temporary wooden wedges are removed, and the installation of the pipe steel support is completed. Therefore, this leveling device has a simple structure and is convenient for construction. It can greatly reduce the waiting time of the crane on the spot, thereby improving the utilization rate of the crane, and saving the installation time of the pipeline steel support. It works great.

附图说明Description of drawings

图1为本发明的主视图。Fig. 1 is the front view of the present invention.

图2为本发明的俯视图。Figure 2 is a top view of the present invention.

图中:1.杯口基础;2.预埋安装锚栓;3.管道钢支架;4.调平螺母;5.临时木楔;6.微膨胀混凝土;7.中心盲孔。In the figure: 1. Cup mouth foundation; 2. Embedded installation anchor bolt; 3. Pipe steel bracket; 4. Leveling nut; 5. Temporary wooden wedge; 6. Micro-expansion concrete; 7. Central blind hole.

具体实施方式detailed description

下面结合附图和具体实施方式对本发明作进一步说明。The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments.

如图1-图2所示,本发明管道钢支架的杯口基础内的调平装置主要包括:预埋安装锚栓2、调平螺母4、临时木楔5、微膨胀混凝土6等,具体结构如下:As shown in Fig. 1-Fig. 2, the leveling device in the cup foundation of the pipeline steel support of the present invention mainly includes: embedded installation anchor bolt 2, leveling nut 4, temporary wooden wedge 5, micro-expansion concrete 6, etc., specifically The structure is as follows:

杯口基础1的中心盲孔7底部设置预埋安装锚栓2,预埋安装锚栓2为U形结构,U形结构的底部置于杯口基础1中,U形结构的两边伸出于杯口基础1外部,所述U形结构两边的伸出端分别设有外螺纹,通过所述外螺纹对称安装调平螺母4,杯口基础1、U形结构的预埋安装锚栓2、调平螺母4和管道钢支架配套形成特定的垂直度及顶标高调整结构,该结构稳固、可拆卸,垂直度及顶标高调节准确;管道钢支架3一端插装于杯口基础1的中心盲孔7,位于杯口基础1中的管道钢支架3外侧设置微膨胀混凝土6。中心盲孔7为倒锥台形,中心盲孔7上口四面与管道钢支架3之间通过临时木楔5紧固。The bottom of the central blind hole 7 of the cup foundation 1 is provided with a pre-embedded installation anchor bolt 2, which is a U-shaped structure. The bottom of the U-shaped structure is placed in the cup foundation 1, and the two sides of the U-shaped structure protrude from the Outside the cup foundation 1, the protruding ends on both sides of the U-shaped structure are respectively provided with external threads, and the leveling nuts 4 are symmetrically installed through the external threads, and the cup foundation 1, the pre-embedded installation anchor bolts 2 of the U-shaped structure, The leveling nut 4 and the pipe steel bracket are matched to form a specific verticality and top elevation adjustment structure. The structure is stable and detachable, and the verticality and top elevation adjustment are accurate; The hole 7 is located on the outside of the pipe steel support 3 in the cup foundation 1 and the micro-expansion concrete 6 is arranged. The central blind hole 7 is an inverted truncated cone, and the four sides of the upper opening of the central blind hole 7 and the pipe steel support 3 are fastened by temporary wooden wedges 5 .

预埋安装锚栓2在杯口基础1内锚固,中心盲孔7的最小横截面积应大于15倍预埋安装锚栓2截面积,预埋安装锚栓2露头长度应比杯口基础1高出150mm以上,并要求预埋安装锚栓2上端部外螺纹长度为150~200mm。The pre-embedded installation anchor bolt 2 is anchored in the cup mouth foundation 1, the minimum cross-sectional area of the central blind hole 7 should be greater than 15 times the cross-sectional area of the pre-embedded installation anchor bolt 2, and the outcropping length of the pre-embedded installation anchor bolt 2 should be longer than that of the cup mouth foundation 1 It is more than 150mm higher, and the length of the external thread at the upper end of the pre-embedded installation anchor bolt 2 is required to be 150-200mm.

管道钢支架3的底板及中间加劲板上对应预埋安装锚栓2的位置相应留孔,以保证预埋安装锚栓2能自由通过,然后通过调平螺母4与管道钢支架3连接固定。管道钢支架3在杯口基础1内就位后,先用预埋安装锚栓2和临时木楔5将管道钢支架3临时固定,通过预埋安装锚栓2上的调平螺母4及增减临时木楔5微调管道钢支架3的垂直度及顶标高。管道钢支架3调平完成后,应用高于杯口基础混凝土强度等级的微膨胀混凝土6将杯口基础1的中心盲孔7灌满,待混凝土硬化达到强度要求后撤走临时木楔5。The bottom plate of the pipeline steel bracket 3 and the middle stiffener plate correspondingly leave holes corresponding to the positions of the embedded installation anchor bolts 2 to ensure that the embedded installation anchor bolts 2 can pass through freely, and then connect and fix them with the pipeline steel bracket 3 through the leveling nut 4. After the pipeline steel bracket 3 is in place in the cup foundation 1, the pipeline steel bracket 3 is temporarily fixed with the pre-embedded installation anchor bolt 2 and the temporary wooden wedge 5, and the leveling nut 4 on the pre-embedded installation anchor bolt 2 and the increase Subtract the temporary wooden wedge 5 to fine-tune the verticality and the top elevation of the pipeline steel support 3. After the leveling of the pipe steel support 3 is completed, the central blind hole 7 of the cup foundation 1 is filled with micro-expansion concrete 6 with a strength grade higher than that of the cup foundation concrete, and the temporary wooden wedge 5 is removed after the concrete hardens to meet the strength requirement.

本发明管道钢支架的杯口基础内的调平装置的使用方法如下:The using method of the leveling device in the cup base of the pipeline steel support of the present invention is as follows:

当吊车将管道钢支架3吊装插入到杯口基础1内,并粗调管道钢支架顶标高后,利用预埋安装锚栓2和临时木楔5将管道钢支架3临时固定,吊车可以开走继续下一榀管道钢支架3的安装,这时通过预埋安装锚栓2上的调平螺母4微调管道钢支架3顶标高来达到设计要求需要的标高,待管道钢支架3的垂直度及标高均按设计图纸就位后,最后用高于杯口基础1混凝土强度等级的微膨胀混凝土6将杯口基础1灌满,待微膨胀混凝土6硬化达到强度要求后,撤走临时木楔5,管道钢支架3安装完毕。When the crane lifts and inserts the pipe steel support 3 into the cup foundation 1, and roughly adjusts the top elevation of the pipe steel support, use the pre-embedded installation anchor bolt 2 and temporary wooden wedge 5 to temporarily fix the pipe steel support 3, and the crane can drive away Continue the installation of the next pipeline steel support 3. At this time, the leveling nut 4 on the pre-embedded installation anchor bolt 2 fine-tunes the top elevation of the pipeline steel support 3 to reach the elevation required by the design requirements. The verticality of the pipeline steel support 3 and After the elevation is in place according to the design drawings, the cup mouth foundation 1 is finally filled with slightly expansive concrete 6 of a higher concrete strength grade than the cup mouth foundation 1, and the temporary wooden wedge 5 is removed after the micro-expansion concrete 6 hardens to meet the strength requirements , the pipeline steel support 3 is installed.

Claims (6)

1. the levelling device in the rim of a cup basis of pipe line steel support, is characterized in that, this device comprises pre-buried installation crab-bolt, leveling nut, interim timber wedge, slightly expanded concrete, and concrete structure is as follows:
Pre-buried installation crab-bolt is set bottom the central blind hole on rim of a cup basis, pre-buried installation crab-bolt is U-shaped structure, the bottom of U-shaped structure is placed in rim of a cup basis, the both sides of U-shaped structure stretch out in rim of a cup fundamental external, the external part on described U-shaped structure both sides is respectively equipped with external screw thread, install leveling nut by described external screw thread symmetry, pipe line steel support one end is plugged in the central blind hole on rim of a cup basis, and the pipe line steel stent outer being arranged in rim of a cup basis arranges slightly expanded concrete.
2. according to the levelling device in the rim of a cup basis of pipe line steel support according to claim 1, it is characterized in that, central blind hole is inversed taper platform shape, fastening by interim timber wedge between central blind hole four sides suitable for reading and pipe line steel support.
3. according to the levelling device in the rim of a cup basis of pipe line steel support according to claim 1, it is characterized in that, rim of a cup basis, the pre-buried installation crab-bolt of U-shaped structure, leveling nut and pipe line steel support equipped form verticality and top mark height adjustment structure.
4. according to the levelling device in the rim of a cup basis of pipe line steel support according to claim 1, it is characterized in that, the anchoring in rim of a cup basis of pre-buried installation crab-bolt, the smallest cross-section area of central blind hole should be greater than 15 times of pre-buried installation crab-bolt sectional areas, pre-buried installation crab-bolt length of appearing should exceed more than 150mm than rim of a cup basis, and requires that pre-buried installation crab-bolt upper end external thread length is 150 ~ 200mm.
5. according to the levelling device in the rim of a cup basis of pipe line steel support according to claim 1, it is characterized in that, on the base plate of pipe line steel support and middle stiffener, the position of corresponding pre-buried installation crab-bolt is corresponding boxes out, pre-buried installation crab-bolt freely can be passed through, be connected and fixed by leveling nut and pipe line steel support.
6. the using method of the levelling device in the rim of a cup basis of the pipe line steel support described in one of claim 1 to 5, it is characterized in that, when the lifting of pipe line steel support is inserted in rim of a cup basis by crane, and after coarse adjustment pipe line steel support top mark height, utilize pre-buried installation crab-bolt and interim timber wedge by temporary fixed for pipe line steel support, crane drives away and continues the installation of next Pin pipe line steel support; At this moment by the high absolute altitude reaching designing requirement and need of leveling nut fine setting pipe line steel support top mark in pre-buried installation crab-bolt, until the verticality of pipe line steel support and absolute altitude all in place by design drawing after, finally with the slightly expanded concrete higher than rim of a cup base concrete strength grade, rim of a cup basis is filled, after slightly expanded concrete sclerosis reaches requirement of strength, withdraw interim timber wedge, pipe line steel support installing is complete.
CN201410479810.XA 2014-09-18 2014-09-18 Levelling device and its application method in a kind of rim of a cup basis of pipeline steel bracket Active CN105484282B (en)

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Cited By (3)

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Publication number Priority date Publication date Assignee Title
CN105735341A (en) * 2016-04-14 2016-07-06 中国能源建设集团陕西省电力设计院有限公司 Mounting structure for cup foundation and support column and construction method
CN108532968A (en) * 2018-06-05 2018-09-14 上海绿地建设(集团)有限公司 A kind of assembled support device of steel bar truss floor support plate composite floor system
CN116240914A (en) * 2023-02-27 2023-06-09 中国五冶集团有限公司 A cup-shaped foundation steel structure column for quick installation and precise adjustment structure and method

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JPH0949240A (en) * 1995-08-04 1997-02-18 Hajime Kogyo:Kk Method for constructing installation foundation of heavyweight object
CN102041899A (en) * 2009-10-22 2011-05-04 中冶天工建设有限公司 Method for adjusting axis deviation of industrial factory building edge foundation heavy column
CN202099880U (en) * 2011-06-09 2012-01-04 中广核工程有限公司 Foundation bolt
CN202430898U (en) * 2011-12-29 2012-09-12 南京金宸建筑设计有限公司 Bed plate for leveling heel post of section steel
CN203034473U (en) * 2012-11-23 2013-07-03 山东杭萧钢构有限公司 Inserting type column base of steel structure
CN203795877U (en) * 2014-03-26 2014-08-27 中国化学工程第十三建设有限公司 Mounting height adjusting device for cup-mouth-shaped foundation steel column

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JPH0949240A (en) * 1995-08-04 1997-02-18 Hajime Kogyo:Kk Method for constructing installation foundation of heavyweight object
CN102041899A (en) * 2009-10-22 2011-05-04 中冶天工建设有限公司 Method for adjusting axis deviation of industrial factory building edge foundation heavy column
CN202099880U (en) * 2011-06-09 2012-01-04 中广核工程有限公司 Foundation bolt
CN202430898U (en) * 2011-12-29 2012-09-12 南京金宸建筑设计有限公司 Bed plate for leveling heel post of section steel
CN203034473U (en) * 2012-11-23 2013-07-03 山东杭萧钢构有限公司 Inserting type column base of steel structure
CN203795877U (en) * 2014-03-26 2014-08-27 中国化学工程第十三建设有限公司 Mounting height adjusting device for cup-mouth-shaped foundation steel column

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105735341A (en) * 2016-04-14 2016-07-06 中国能源建设集团陕西省电力设计院有限公司 Mounting structure for cup foundation and support column and construction method
CN108532968A (en) * 2018-06-05 2018-09-14 上海绿地建设(集团)有限公司 A kind of assembled support device of steel bar truss floor support plate composite floor system
CN116240914A (en) * 2023-02-27 2023-06-09 中国五冶集团有限公司 A cup-shaped foundation steel structure column for quick installation and precise adjustment structure and method

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