CN107386316A - One-time grouting fixture for anchor bolts and construction method thereof - Google Patents
One-time grouting fixture for anchor bolts and construction method thereof Download PDFInfo
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- CN107386316A CN107386316A CN201710768040.4A CN201710768040A CN107386316A CN 107386316 A CN107386316 A CN 107386316A CN 201710768040 A CN201710768040 A CN 201710768040A CN 107386316 A CN107386316 A CN 107386316A
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- 238000010276 construction Methods 0.000 title claims description 12
- 238000009434 installation Methods 0.000 claims description 3
- 238000005096 rolling process Methods 0.000 claims description 3
- 239000011440 grout Substances 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 239000000463 material Substances 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 6
- 230000008092 positive effect Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/44—Foundations for machines, engines or ordnance
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Abstract
Description
技术领域technical field
本发明属于建筑施工技术领域,尤其是涉一种地脚螺栓一次灌浆夹具及其施工方法。The invention belongs to the technical field of building construction, and in particular relates to a fixture for primary grouting of anchor bolts and a construction method thereof.
背景技术Background technique
目前土建专业设备基础螺栓使用波纹管预埋较为广泛,而部分预埋波纹管尺寸较大。如在波纹管外侧进行设备底座座浆垫板布置易导致垫板距离地脚螺栓距离过远,使地脚螺栓紧固强度减弱,严重的会在螺栓紧固过程中设备底座出现变形,地脚螺栓高度不容易调节,使得地脚螺栓的一次灌浆存在不能按照要求达到预定的高度和垂直度,不能满足施工要求。At present, the foundation bolts of professional civil engineering equipment are pre-embedded with corrugated pipes, and some pre-embedded corrugated pipes are relatively large in size. If the base plate of the equipment base is arranged outside the bellows, the distance between the base plate and the anchor bolts will be too far, which will weaken the fastening strength of the anchor bolts. In severe cases, the equipment base will be deformed during the bolt fastening process, and the anchor bolts will be damaged. The height of the bolts is not easy to adjust, so that the primary grouting of the anchor bolts cannot reach the predetermined height and verticality as required, and cannot meet the construction requirements.
发明内容Contents of the invention
本发明要解决的问题是提供一种地脚螺栓一次灌浆夹具,尤其适合波纹管内地脚螺栓定位及固定时使用,该地脚螺栓一次灌浆夹具可以循环使用,夹具通过锚固钉与基础固定,再通过调整螺母调整地脚螺栓高度,使地脚螺栓达到设计的定位尺寸及高度。The problem to be solved by the present invention is to provide a primary grouting fixture for anchor bolts, which is especially suitable for positioning and fixing the anchor bolts in the bellows. The primary grouting fixture for the anchor bolts can be recycled. Adjust the height of the anchor bolts by adjusting the nuts so that the anchor bolts reach the designed positioning size and height.
为解决上述技术问题,本发明采用的技术方案是:一种地脚螺栓一次灌浆夹具,包括地脚螺栓,还包括调平组件、调整板、固定件和高度调整组件,高度调整组件通过安装座对称设于灌浆孔两侧,高度调整组件通过固定件固定设于混凝土基础上,调整板通过调平组件设于高度调整组件上,地脚螺栓通过地脚螺母固定设于调整板上。In order to solve the above technical problems, the technical solution adopted in the present invention is: a fixture for primary grouting of anchor bolts, including anchor bolts, and also includes leveling components, adjustment plates, fixing parts and height adjustment components, and the height adjustment components pass through the mounting base Symmetrically arranged on both sides of the grouting hole, the height adjustment assembly is fixed on the concrete foundation through the fixing piece, the adjustment plate is installed on the height adjustment assembly through the leveling assembly, and the anchor bolts are fixed on the adjustment plate through the anchor nut.
进一步的,调平组件与高度调整组件的数量均为多个。Further, there are multiple leveling components and height adjustment components.
进一步的,调整板位于高度调整组件处的上下表面均设有调平组件。Further, the upper and lower surfaces of the adjustment plate located at the height adjustment assembly are provided with leveling assemblies.
进一步的,地脚螺栓垂直设于灌浆孔内。Further, the anchor bolts are vertically arranged in the grouting holes.
一种地脚螺栓一次灌浆夹具的施工方法,包括以下具体步骤:A construction method for one-time grouting fixture for anchor bolts, comprising the following specific steps:
1)根据图纸尺寸结合现场主轧线及辅助线对需要使用灌浆夹具灌浆的地脚螺栓进行基础十字线放设;1) According to the size of the drawing combined with the on-site main rolling line and auxiliary line, set the foundation cross line for the anchor bolts that need to be grouted with grouting fixtures;
2)将地脚螺栓与调整板通过地脚螺母连接,高度调整组件通过调平组件与调整板连接;2) Connect the anchor bolts with the adjustment plate through the anchor nuts, and connect the height adjustment assembly with the adjustment plate through the leveling assembly;
3)以放设地脚螺栓定位十字线为准,将地脚螺栓放至准确位置;3) Place the anchor bolts to the exact position based on the positioning cross line of the anchor bolts;
4)利用固定件将高度调整组件定位;4) Position the height adjustment component by using the fixing piece;
5)通过调整调平组件将地脚螺栓调整到设备安装需要高度,并通过调平组件将调整板调至水平以确保地脚螺栓垂直安放;5) Adjust the anchor bolts to the height required for equipment installation by adjusting the leveling assembly, and adjust the adjustment plate to the level through the leveling assembly to ensure that the anchor bolts are placed vertically;
6)调整完毕进行地脚螺栓一次灌浆。6) After the adjustment is completed, the anchor bolts are grouted once.
本发明具有的优点和积极效果是:由于采用上述技术方案,该地脚螺栓一次灌浆夹具制作简单,操作方便;通过锚固钉与混凝土基础固定,对地脚螺栓进行定位,通过调整螺母调整地脚螺栓的高度,使得地脚螺栓容易达到设定的高度,同时,该地脚螺栓一次灌浆夹具能够循环使用,降低了材料费。The advantages and positive effects of the present invention are: due to the adoption of the above technical scheme, the primary grouting fixture for the anchor bolt is simple to manufacture and easy to operate; the anchor bolt is fixed to the concrete foundation to position the anchor bolt, and the anchor bolt is adjusted by adjusting the nut The height of the bolts makes it easy for the anchor bolts to reach the set height. At the same time, the one-time grouting fixture of the anchor bolts can be recycled, which reduces the material cost.
附图说明Description of drawings
图1是本发明的结构示意图;Fig. 1 is a structural representation of the present invention;
图2是本发明的剖视图。Fig. 2 is a cross-sectional view of the present invention.
图中:In the picture:
1、地脚螺栓 2、调平螺母 3、调整板 4、灌浆孔1. Anchor bolt 2. Leveling nut 3. Adjustment plate 4. Grouting hole
5、锚固钉 6、高度调整螺栓5. Anchor nail 6. Height adjustment bolt
具体实施方式detailed description
下面结合附图和具体实施例对本发明做进一步的说明。The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments.
如图1和2所示,本发明涉及一种地脚螺栓一次灌浆夹具,用于波纹管内地脚螺栓的定位及固定用。该地脚螺栓一次灌浆夹具包括地脚螺栓1,该地脚螺栓1通过该地脚螺栓一次灌浆夹具设于灌浆孔4的正中间位置,根据实际施工时需要的高度通过夹具进行地脚螺栓1的高度调节,使得地脚螺栓1满足施工的需求。As shown in Figures 1 and 2, the present invention relates to a primary grouting fixture for anchor bolts, which is used for positioning and fixing anchor bolts in corrugated pipes. The anchor bolt primary grouting fixture includes anchor bolt 1, and the anchor bolt 1 is set in the middle of the grouting hole 4 through the anchor bolt primary grouting fixture, and the anchor bolt 1 is carried out through the fixture according to the height required during actual construction. The height is adjusted so that the anchor bolt 1 meets the construction requirements.
该地脚螺栓一次灌浆夹具还包括调平组件、调整板3、固定件和高度调整组件,高度调整组件通过安装座对称设于灌浆孔4,优选的,这里的高度调整组件为高度调整螺栓6,这里高度调整螺栓6的数量为多个,且多个高度调整螺栓6对称设于灌浆孔4的四周,该高度调整螺栓6以灌浆孔4为中心进行中心对称设置,使得高度调整螺栓6均布在灌浆孔4的周围,高度调整螺栓6固定安装在安装座上,该固定连接方式为焊接,高度调整螺栓6通过焊接固定设于安装座上,同时,该安装座通过固定件固定安装在混凝土基础上,使得高度调整螺栓6固定设于混凝土基础上,不会在灌浆过程中产生偏移或移动,使得地脚螺栓1在灌浆时能够保证正确的定位,不会产生偏移,优选的,固定件为锚固钉5,高度调节螺栓6通过锚固钉5固定安装在混凝土基础上。The anchor bolt primary grouting fixture also includes a leveling assembly, an adjustment plate 3, a fixing piece and a height adjustment assembly, and the height adjustment assembly is symmetrically arranged on the grouting hole 4 through the mounting seat. Preferably, the height adjustment assembly here is a height adjustment bolt 6 , here the number of height adjustment bolts 6 is multiple, and a plurality of height adjustment bolts 6 are arranged symmetrically around the grouting hole 4, and the height adjustment bolts 6 are centrally symmetrically arranged with the grouting hole 4 as the center, so that the height adjustment bolts 6 Distributed around the grouting hole 4, the height adjustment bolt 6 is fixedly installed on the mounting base. The fixed connection method is welding, and the height adjustment bolt 6 is fixed on the mounting base by welding. On the concrete foundation, the height adjustment bolt 6 is fixed on the concrete foundation, and will not shift or move during the grouting process, so that the anchor bolt 1 can ensure correct positioning during grouting, and will not shift, preferably , the fixing part is an anchor nail 5, and the height adjustment bolt 6 is fixedly installed on the concrete foundation through the anchor nail 5.
调整板3通过调平组件设于高度调整组件上,优选的,调平组件为调平螺母2,该调平螺母2与高度调整螺栓6的公称直径相适应,使得调平螺母2能够通过螺纹与高度调整螺栓6相连接;也就是说,在调整板3的四周设有通孔,且该通孔的位置与高度调整螺栓6的位置相对应,高度调整螺栓6的上部穿过调整板3上的通孔,使得调整板3能够沿着高度调整螺栓6在纵向进行上下移动;在调整板3安装在高度调整螺栓6上之前,在每一个高度调整螺栓6上设置调平螺母2,调平螺母2安装完成后,调整板3通过通孔安装在高度调整螺栓6上,使得每一个高度调整螺栓6上的调平螺母2对调整板3进行支撑,同时,对各个高度调整螺栓6上的调平螺母2进行高度调节,使得所有的调平螺母2位于同一高度上,进而使得调整板3保持水平;在调整板3的通孔处的上部的高度调整螺栓6上同时也安装有调平螺母2,也就是,在调整板3的通孔处的上部和下部都设有调平螺母2,调整板3通过通孔套设在高度调整螺栓6上,且每一个高度调整螺栓6上安装有两个调平螺母2,这两个调平螺母2分别设于调整板3的上部和下部,也就是,上下两个调平螺母2将调整板3夹在中间,对调整板3进行固定。通过调节调平螺母2的高度,进而调整调整板3的高度,高度调整螺栓6上的调平螺母处于同一高度,则调整板3处于水平状态,且调整板3与混凝土基础之间的高度是一定的,使得调整板3的高度可以定量调节;也就是,调节下部的调平螺母2沿着高度调节螺栓6上下移动,使得下部的调平螺母2处于不同的高度,由于调整板3由高度调整螺栓6上的调平螺母2进行支撑,下部的调平螺母2处于不同的高度,调整板3也处于不同的高度;通过调节调整板3的高度,进而调节地脚螺栓1的高度,使得地脚螺栓1能够满足施工要求,同时,调节调整板3的水平度,也就是调整地脚螺栓1的垂直度,在进行调整板3的水平度调节时,主要的参考标准是地脚螺栓1的垂直度,调节调平螺母2进而调整调整板3,当地脚螺栓1的垂直度达到要求时,调整板3也达到水平状态,此时,地脚螺栓1达到施工要求。The adjustment plate 3 is arranged on the height adjustment assembly through the leveling assembly, preferably, the leveling assembly is a leveling nut 2, and the leveling nut 2 is adapted to the nominal diameter of the height adjustment bolt 6, so that the leveling nut 2 can be threaded It is connected with the height adjustment bolt 6; that is to say, a through hole is provided around the adjustment plate 3, and the position of the through hole corresponds to the position of the height adjustment bolt 6, and the upper part of the height adjustment bolt 6 passes through the adjustment plate 3 The through holes on the top make the adjustment plate 3 move up and down longitudinally along the height adjustment bolts 6; before the adjustment plate 3 is installed on the height adjustment bolts 6, a leveling nut 2 is set on each height adjustment bolt 6 to adjust After the flat nut 2 is installed, the adjustment plate 3 is installed on the height adjustment bolt 6 through the through hole, so that the leveling nut 2 on each height adjustment bolt 6 supports the adjustment plate 3, and at the same time, each height adjustment bolt 6 Adjust the height of the leveling nuts 2, so that all the leveling nuts 2 are located at the same height, so that the adjustment plate 3 remains horizontal; the height adjustment bolt 6 on the upper part of the through hole of the adjustment plate 3 is also installed with an adjustment Flat nuts 2, that is, leveling nuts 2 are provided on the upper and lower parts of the through holes of the adjustment plate 3, the adjustment plate 3 is sleeved on the height adjustment bolts 6 through the through holes, and each height adjustment bolt 6 Two leveling nuts 2 are installed, and these two leveling nuts 2 are respectively located at the top and the bottom of the adjustment plate 3, that is, the upper and lower two leveling nuts 2 clamp the adjustment plate 3 in the middle, and adjust the adjustment plate 3. fixed. By adjusting the height of the leveling nut 2, and then adjusting the height of the adjustment plate 3, the leveling nut on the height adjustment bolt 6 is at the same height, then the adjustment plate 3 is in a horizontal state, and the height between the adjustment plate 3 and the concrete foundation is Certainly, the height of the adjustment plate 3 can be adjusted quantitatively; that is, adjust the lower leveling nut 2 to move up and down along the height adjustment bolt 6, so that the lower leveling nut 2 is at different heights, because the adjustment plate 3 is adjusted by the height The leveling nut 2 on the adjustment bolt 6 is supported, the leveling nut 2 at the bottom is at different heights, and the adjustment plate 3 is also at different heights; by adjusting the height of the adjustment plate 3, and then adjusting the height of the anchor bolt 1, so that The anchor bolt 1 can meet the construction requirements. At the same time, adjust the levelness of the adjustment plate 3, that is, adjust the verticality of the anchor bolt 1. When adjusting the levelness of the adjustment plate 3, the main reference standard is the anchor bolt 1 Adjust the leveling nut 2 and then adjust the adjustment plate 3. When the verticality of the anchor bolt 1 meets the requirements, the adjustment plate 3 also reaches the horizontal state. At this time, the anchor bolt 1 meets the construction requirements.
优选的,这里每一个高度调整螺栓6上设置有两个调平螺母2,每一个高度调整螺栓6上设置的调平螺母2的数量还可以是三个,或者是四个,或者是多个,根据实际施工需求进行数量的选择。Preferably, here each height adjustment bolt 6 is provided with two leveling nuts 2, and the quantity of the leveling nuts 2 provided on each height adjustment bolt 6 can also be three, or four, or more , according to the actual construction needs to select the quantity.
地脚螺栓1通过地脚螺母固定设于调整板3上,在调整板3的中间位置设有通孔,地脚螺栓1穿过通孔设于调整板3上,且在地脚螺栓1上设有地脚螺母,该地脚螺母位于调整板3通孔处的调整板3的上表面和下表面,此处通孔的直径小于地脚螺母1的直径,使得调整板3上部的地脚螺栓1能够以调整板3为支撑,通过螺纹的啮合使得上部的地脚螺母与地脚螺栓1拧紧,下部的地脚螺母通过与地脚螺栓1的螺纹的啮合,使得下部的地脚螺母与调整板3为支撑与地脚螺栓1拧紧,将地脚螺栓1固定在调整板3的中间位置,且地脚螺栓1上部分固定安装在调整板3上,下部分垂直处于灌浆孔内。The anchor bolt 1 is fixed on the adjustment plate 3 through the anchor nut, and a through hole is provided in the middle of the adjustment plate 3, and the anchor bolt 1 is set on the adjustment plate 3 through the through hole, and on the anchor bolt 1 An anchor nut is provided, and the anchor nut is located on the upper surface and the lower surface of the adjustment plate 3 at the through hole of the adjustment plate 3, where the diameter of the through hole is smaller than the diameter of the anchor nut 1, so that the anchor on the top of the adjustment plate 3 The bolt 1 can be supported by the adjusting plate 3, and the upper anchor nut is tightened with the anchor bolt 1 through the engagement of the thread, and the lower anchor nut is engaged with the thread of the anchor bolt 1, so that the lower anchor nut is connected with the anchor bolt 1. The adjustment plate 3 is tightened with the anchor bolt 1 for support, and the anchor bolt 1 is fixed in the middle of the adjustment plate 3, and the upper part of the anchor bolt 1 is fixedly installed on the adjustment plate 3, and the lower part is vertically placed in the grouting hole.
在设备基础垫板座浆前将尺寸较大波纹管内地脚螺栓根据图纸定位尺寸、高度进行提前预埋,之后在预埋后的地脚螺栓旁进行设备底座座浆。是一种既能保证座浆垫板对设备底座支撑强度又能规范施工标准的方法。Before the base plate of the equipment foundation is grouted, the anchor bolts in the larger bellows are pre-embedded in advance according to the positioning size and height of the drawing, and then the equipment base is grouted next to the pre-embedded anchor bolts. It is a method that can not only ensure the support strength of the seat grout pad to the equipment base, but also standardize the construction standard.
采用该地脚螺栓一次灌浆夹具进行地脚螺栓灌浆,具体的施工方法包括以下步骤:The anchor bolt grouting fixture is used for the anchor bolt grouting. The specific construction method includes the following steps:
1)根据图纸尺寸结合现场主轧线及辅助线对需要使用灌浆夹具灌浆的地脚螺栓1进行基础十字线放设,确定地脚螺栓1的具体位置;1) According to the size of the drawing combined with the on-site main rolling line and auxiliary line, set the foundation cross line for the anchor bolt 1 that needs to be grouted with a grouting fixture, and determine the specific position of the anchor bolt 1;
2)将地脚螺栓1与调整板3通过地脚螺母连接,再把高度调整螺栓6通过调平螺母2与调整板3连接;2) Connect the anchor bolt 1 with the adjustment plate 3 through the anchor nut, and then connect the height adjustment bolt 6 with the adjustment plate 3 through the leveling nut 2;
3)以所放设地脚螺栓1定位十字线为准,将地脚螺栓1放至准确位置;3) Put the anchor bolt 1 to the exact position according to the positioning cross line of the anchor bolt 1;
4)利用锚固钉5将高度调整螺栓6定位,以防止地脚螺栓1在灌浆过程中出现位置滑移;4) Use the anchor nail 5 to position the height adjustment bolt 6 to prevent the position of the anchor bolt 1 from slipping during the grouting process;
5)通过调整调平螺母2将地脚螺栓1调整到设备安装需要高度,并通过调平螺母2将调整板3调至水平以确保地脚螺栓1垂直安放;5) Adjust the anchor bolt 1 to the height required for equipment installation by adjusting the leveling nut 2, and adjust the adjustment plate 3 to the level through the leveling nut 2 to ensure that the anchor bolt 1 is placed vertically;
6)调整完毕检查所有螺母坚固程度后,进行地脚螺栓1一次灌浆。6) After the adjustment is completed and the firmness of all the nuts is checked, grout the anchor bolt 1 once.
本发明具有的优点和积极效果是:由于采用上述技术方案,该地脚螺栓一次灌浆夹具制作简单,操作方便;通过锚固钉与混凝土基础固定,对地脚螺栓进行定位,通过调整螺母调整地脚螺栓的高度,使得地脚螺栓容易达到设定的高度,同时,该地脚螺栓一次灌浆夹具能够循环使用,降低了材料费。The advantages and positive effects of the present invention are: due to the adoption of the above technical scheme, the primary grouting fixture for the anchor bolt is simple to manufacture and easy to operate; the anchor bolt is fixed to the concrete foundation to position the anchor bolt, and the anchor bolt is adjusted by adjusting the nut The height of the bolts makes it easy for the anchor bolts to reach the set height. At the same time, the one-time grouting fixture of the anchor bolts can be recycled, which reduces the material cost.
以上对本发明的一个实施例进行了详细说明,但所述内容仅为本发明的较佳实施例,不能被认为用于限定本发明的实施范围。凡依本发明申请范围所作的均等变化与改进等,均应仍归属于本发明的专利涵盖范围之内。An embodiment of the present invention has been described in detail above, but the content described is only a preferred embodiment of the present invention, and cannot be considered as limiting the implementation scope of the present invention. All equivalent changes and improvements made according to the application scope of the present invention shall still belong to the scope covered by the patent of the present invention.
Claims (5)
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110397075A (en) * | 2019-07-08 | 2019-11-01 | 巨硕精密机械(常熟)有限公司 | Universal horizontal adjusts earth anchor localizer assembly and its installation method |
CN111962548A (en) * | 2020-07-21 | 2020-11-20 | 李贵明 | Anti-deviation mounting device for foundation bolt for building construction |
CN112252357A (en) * | 2020-10-20 | 2021-01-22 | 哈尔滨电机厂有限责任公司 | Method for positioning grouting of foundation bolt of machine tool equipment by using laser tracker |
CN114754232A (en) * | 2022-03-24 | 2022-07-15 | 中国船舶重工集团公司第七一九研究所 | A T-type guide rail leveling device and method |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19801882A1 (en) * | 1998-01-20 | 1999-07-29 | Donges Stahlbau Gmbh | Machinery mounting foundation plate structure |
CN202787298U (en) * | 2012-07-02 | 2013-03-13 | 中国三冶集团(营口)有限公司 | Foundation pre-buried bolt tool |
CN103590416A (en) * | 2013-11-01 | 2014-02-19 | 浙江水利水电学院 | Pre-buried construction method for high-precision foundation bolts |
CN105040717A (en) * | 2015-07-24 | 2015-11-11 | 中国十九冶集团有限公司 | Foundation bolt fixing support and mounting method |
CN106120872A (en) * | 2016-04-05 | 2016-11-16 | 中冶天工集团天津有限公司 | A construction method for anti-leakage combined tower crane foundation and basement floor |
CN207331736U (en) * | 2017-08-31 | 2018-05-08 | 中冶天工集团天津有限公司 | One-time grouting fixture for anchor bolts |
-
2017
- 2017-08-31 CN CN201710768040.4A patent/CN107386316A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19801882A1 (en) * | 1998-01-20 | 1999-07-29 | Donges Stahlbau Gmbh | Machinery mounting foundation plate structure |
CN202787298U (en) * | 2012-07-02 | 2013-03-13 | 中国三冶集团(营口)有限公司 | Foundation pre-buried bolt tool |
CN103590416A (en) * | 2013-11-01 | 2014-02-19 | 浙江水利水电学院 | Pre-buried construction method for high-precision foundation bolts |
CN105040717A (en) * | 2015-07-24 | 2015-11-11 | 中国十九冶集团有限公司 | Foundation bolt fixing support and mounting method |
CN106120872A (en) * | 2016-04-05 | 2016-11-16 | 中冶天工集团天津有限公司 | A construction method for anti-leakage combined tower crane foundation and basement floor |
CN207331736U (en) * | 2017-08-31 | 2018-05-08 | 中冶天工集团天津有限公司 | One-time grouting fixture for anchor bolts |
Non-Patent Citations (1)
Title |
---|
常晓锋等: "大型压缩机组地脚螺栓二次灌浆施工技术", 《科技创新导报》 * |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110397075A (en) * | 2019-07-08 | 2019-11-01 | 巨硕精密机械(常熟)有限公司 | Universal horizontal adjusts earth anchor localizer assembly and its installation method |
CN110397075B (en) * | 2019-07-08 | 2024-03-12 | 巨硕精密机械(常熟)有限公司 | Universal horizontal adjustment ground anchor positioner assembly and installation method thereof |
CN111962548A (en) * | 2020-07-21 | 2020-11-20 | 李贵明 | Anti-deviation mounting device for foundation bolt for building construction |
CN112252357A (en) * | 2020-10-20 | 2021-01-22 | 哈尔滨电机厂有限责任公司 | Method for positioning grouting of foundation bolt of machine tool equipment by using laser tracker |
CN114754232A (en) * | 2022-03-24 | 2022-07-15 | 中国船舶重工集团公司第七一九研究所 | A T-type guide rail leveling device and method |
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