CN107859037A - The installation detent mechanism and method of a kind of large-scale embedded parts anchor structure - Google Patents

The installation detent mechanism and method of a kind of large-scale embedded parts anchor structure Download PDF

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Publication number
CN107859037A
CN107859037A CN201711041659.1A CN201711041659A CN107859037A CN 107859037 A CN107859037 A CN 107859037A CN 201711041659 A CN201711041659 A CN 201711041659A CN 107859037 A CN107859037 A CN 107859037A
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China
Prior art keywords
anchor pole
rectangular frame
plate
anchor
nut
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Granted
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CN201711041659.1A
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Chinese (zh)
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CN107859037B (en
Inventor
邓厚雄
刘俊
李健伟
余波
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China MCC5 Group Corp Ltd
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China MCC5 Group Corp Ltd
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Priority to CN201711041659.1A priority Critical patent/CN107859037B/en
Publication of CN107859037A publication Critical patent/CN107859037A/en
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/76Anchorings for bulkheads or sections thereof in as much as specially adapted therefor

Abstract

The present invention relates to anchor pole embedded part mounting technique field, the installation detent mechanism and method of a kind of large-scale embedded parts anchor structure are disclosed, two support bases and the location-plate at top being parallel to each other including embedded part anchor structure bottom, support base is fixedly connected with ground, it is connected between two support bases by reinforcer, the upper surface fixed setting supporting plate and support plate top surface of two support bases are horizontal plane, supporting plate both ends are fixedly connected with two support base upper surfaces respectively, the width of supporting plate is vertical direction, and support plate top surface contacts with embedded part anchor structure bottom and support is formed to it;Location-plate has positioning hole, and each anchor pole of embedded part anchor structure accordingly passes through positioning hole.The present invention has efficiently controlled the levelness of two layers of rectangular frame in embedded part anchor structure, ensure that each anchor pole absolute altitude and each anchor pole between spacing meet design requirement, so that each anchor pole later stage docked with the bolthole on pier stud suspension column it is more smooth, the set-up time has been saved, has reduced labor strength.

Description

The installation detent mechanism and method of a kind of large-scale embedded parts anchor structure
Technical field
The present invention relates to anchor pole embedded part mounting technique field, the installation positioning of more particularly to a kind of large-scale embedded parts anchor structure Mechanism and method.
Background technology
Embedded part anchor structure is generally used for being embedded in the base connection in ground, and the application is single in Practical Project Embedded part anchor structure is made up of bilevel anchor framework and 28 diameter 80mm anchor pole and 56 stop nuts, single to bury Part weighs about 6T.Wherein anchor framework is combined by upper and lower two layers, and size is 3.534m (long)*2.534m(It is wide)* 1.520m is (high), The long 3.38m of single anchor rod, weight 133.3kg, anchor pole are higher by anchor framework as 1.7 meters.
During practice of construction, accurately to control relative between anchor pole absolute altitude, anchor pole positioning precision in itself and anchor pole Position(Spacing)It is quite difficult, if above-mentioned anchor pole positioning requirements can not be met, anchor pole and pier stud post to the later stage Bolthole jointing strip on pin carrys out greatly inconvenience, therefore in view of the above-mentioned problems, the application proposes a kind of large-scale embedded parts anchor pole knot The installation detent mechanism and method of structure.
The content of the invention
The technical problems to be solved by the invention are:For above-mentioned problem, there is provided a kind of large-scale embedded parts anchor pole The installation detent mechanism and method of structure, the levelness of two layers of rectangular frame in embedded part anchor structure is efficiently controlled, ensured Spacing between the absolute altitude of each anchor pole and each anchor pole meets design requirement so that each anchor pole later stage and the anchor on pier stud suspension column Rod aperture docking is more smooth, has saved the set-up time, has reduced labor strength.
The technical solution adopted by the present invention is as follows:A kind of installation detent mechanism of large-scale embedded parts anchor structure, including embedded part Two support bases and the location-plate at top that anchor structure bottom is parallel to each other, two support bases are fixedly connected with ground, two supports It is fixedly connected between seat by reinforcer, it is water that the upper surface of two support bases, which is fixedly installed supporting plate and the top surface of supporting plate, Plane, the upper surface of the both ends of the supporting plate respectively with two support bases are fixedly connected, and the width of the supporting plate is perpendicular Nogata is to the top surface of the supporting plate contacts with the embedded part anchor structure bottom and support is formed to it;On the location-plate With positioning hole, each anchor pole of the embedded part anchor structure accordingly passes through the positioning hole.
A kind of installation detent mechanism of large-scale embedded parts anchor structure of the present invention, the support base is H profile steel, described The height of H profile steel is 400mm.
A kind of installation detent mechanism of large-scale embedded parts anchor structure of the present invention, the reinforcer is angle steel, described The both ends of reinforcer are respectively with the lower contacts on the inside of two support bases and being fixedly connected, the bottom of the reinforcer and the H types The lower flange plate surface of steel shape support base is contacted and is fixedly connected, and three are set evenly and at intervals in the support base length direction The reinforcer.
A kind of installation detent mechanism of large-scale embedded parts anchor structure of the present invention, the front and back end difference of the support base Be fixedly installed one piece of supporting plate, the thickness of the supporting plate is 20mm, width 200mm, the supporting plate it is front and rear It is fixedly installed between end and the upper surface of support base and strengthens strength plate.
The installation detent mechanism of a kind of large-scale embedded parts anchor structure of the present invention, in the anchor of the embedded part anchor structure The middle part and top of bar are respectively arranged with one piece of location-plate, and the diameter of the positioning hole is bigger 2mm than the external diameter of the anchor pole.
A kind of installation and locating method of the installation detent mechanism of large-scale embedded parts anchor structure of the present invention, the embedded part Anchor structure includes two layers of rectangular frame and is fixedly connected as an entirety, and the anchor pole is arranged at each side of rectangular frame, respectively Anchor pole both passes through two layers of rectangular frame, and the bottom of each anchor pole is located in bottom rectangular frame, middle part is located in the rectangular frame of middle level, The middle part and bottom of each anchor pole are respectively provided with nut, bottom nut be adjacent to the bottom surface of bottom rectangular frame contact, middle part nut with The top surface of middle level rectangular frame is adjacent to contact;
During positioning, the support base of detent mechanism is arranged on ground first, and the support tested by level meter on support base Whether plate top surface adaptively adjusts support plate top surface according to test result and is in horizontality in level, then by support base It is fixedly connected between ground by expansion bolt;
Then the rectangular frame of bottom is positioned over to the support plate top surface of support base front and back end, check the smooth of two layers rectangular frame The concentricity of bolthole corresponding to above and below in degree and two layers of rectangular frame, it is ensured that the bolthole line of centres is vertical corresponding to up and down In ground;
It is corresponding in each bolthole on the side of rectangular frame four again to insert each anchor pole, each anchor pole top is adjusted relative to middle level rectangle frame Top of support it is highly consistent, then will be carried out between each anchor pole and middle level rectangular frame by the nut in the middle part of each anchor pole it is temporarily fixed Position, prevents anchor pole from moving downward;
The location-plate for being inserted in middle part and the location-plate at top are corresponding in turn to again, and the spacing between positioning hole on each side of location-plate is Design standard spacing between each anchor pole center line, the location-plate at middle part contact positioning, the positioning at top with the nut at each middle part Plate carries out contact positioning by the nut set at the top of each anchor pole, checks and adjusts each anchor pole top relative to middle level rectangular frame Top surface it is highly consistent after, tighten bottom nut and middle part nut, and will be welded between bottom nut and bottom rectangular frame bottom surface The fixed, top surface of middle part nut and middle level rectangular frame is connect to be welded and fixed;
The location-plate at middle part and top is finally taken out successively, you can completes the installation positioning of embedded part anchor structure.
Installation and locating method of the present invention, between the bottom of each nut in anchor pole middle part and the top surface of middle level rectangular frame Pad is provided with, pad contacts with the top surface of middle level rectangular frame, top and the bottom rectangular frame of each nut in anchor pole bottom Pad is provided between top surface, pad contacts with the top surface of middle level rectangular frame, prevents anchor pole from being moved relative to rectangular frame;Weldering When connecing, by bottom and middle part nut, spot welding is fixed between corresponding pad respectively, and even welds at 2 points in the opposite side of nut, the bottom of by Layer rectangular frame is welded and fixed with corresponding pad surrounding, and middle level rectangular frame is welded and fixed with corresponding pad surrounding.
Compared with prior art, having the beneficial effect that using above-mentioned technical proposal:The present invention has efficiently controlled embedded part anchor The levelness of two layers of rectangular frame in bar structure, ensure that each anchor pole absolute altitude and each anchor pole between spacing meet design will Ask so that each anchor pole later stage docks more smooth with the bolthole on pier stud suspension column, has saved installation positioning time, has reduced work People's labor intensity;Meanwhile the installation completed by above-mentioned installation detent mechanism and method to embedded part anchor structure positions, this Application is disposable all right in the anchor pole of individual embedded part anchor structure more than follow-up 30 and the bolthole docking operation of pier stud suspension column Position success, reduce the process that mowing is for example carried out to pier stud suspension column bolthole.
Brief description of the drawings
Fig. 1 is the mounting structure schematic diagram of support base in the present invention, supporting plate and reinforcer;
Fig. 2 is the present invention and the cooperation schematic diagram of embedded part anchor structure;
Fig. 3 is the structural representation of location-plate in the present invention.
Reference:1 is support base, and 2 be location-plate, and 3 be reinforcer, and 4 be supporting plate, and 5 be positioning hole, and 6 be anchor pole, 7 To strengthen strength plate, 8 be rectangular frame, and 9 be nut.
Embodiment
The present invention is described further below in conjunction with the accompanying drawings.
As shown in Figures 1 to 3, a kind of installation detent mechanism of large-scale embedded parts anchor structure, including embedded part anchor structure bottom Two support bases 1 and the location-plate 2 at top being parallel to each other, support base 1 are specially H profile steel, and the height of H profile steel is 400mm, and two Support base 1 is fixedly connected with ground, and the bottom wing listrium of two H profile steels is fixedly connected especially by expansion bolt with ground, two supports Be fixedly connected between seat 1 by reinforcer 3, reinforcer 3 is specially angle steel, the both ends of reinforcer 3 respectively with the inner side of two support base 1 Lower contacts and be fixedly connected, the bottom of reinforcer 3 is contacted with the lower flange plate surface of H profile steel shape support base 1 and the company of fixation Connect, three reinforcers 3 are set evenly and at intervals in the length direction of support base 1, the upper surface of two support bases 1 is fixedly installed support Plate 4 and the top surface of supporting plate 4 are horizontal plane, and specifically, the front and back end of support base 1 is fixedly installed one piece of supporting plate 4 respectively, The thickness of supporting plate 4 is 20mm, width 200mm, and fixation is set between the front and back end of supporting plate 4 and the upper surface of support base 1 It is equipped with and strengthens strength plate 7, the upper surface of the both ends of supporting plate 4 respectively with two support bases 1 is fixedly connected, the width of supporting plate 4 For vertical direction, the top surface of supporting plate 4 contacts with embedded part anchor structure bottom and support is formed to it;It is fixed to have on location-plate 2 Position hole 5, is respectively arranged with one piece of location-plate 2 at the middle part of the anchor pole 6 of embedded part anchor structure and top, positioning hole 5 it is straight Footpath is bigger 2mm than the external diameter of the anchor pole 6, ensures that each anchor pole 6 can pass through corresponding positioning hole 5, embedded part anchor structure Each anchor pole 6 accordingly passes through the positioning hole 5;By above-mentioned installation detent mechanism, ensure that the top surface of supporting plate 4 is horizontal plane, And then ensure that the location and installation face of embedded part anchor structure is horizontal plane, the support base 1 and supporting plate 4 of H profile steel shape all have one Fixed height, ensure that adjustment and fixed operation of the staff to bottom bolts, between the positioning hole 5 on 2 each side of location-plate Design standard spacing of the spacing between each center line of anchor pole 6(Positioning hole 5 on location-plate 2 and the anchor pole 6 on pier stud suspension column Hole is corresponding), and then ensure that later stage each anchor pole 6 and the smooth contraposition in the hole of anchor pole 6 of suspension column.
A kind of installation and locating method of large-scale embedded parts anchor structure, embedded part anchor structure include two layers of rectangular frame 8 and consolidated Surely an entirety is connected as, anchor pole 6 is arranged at each side of rectangular frame 8, and each anchor pole 6 both passes through two layers of rectangular frame 8, each anchor pole 6 bottom is located in bottom rectangular frame 8, middle part is located in middle level rectangular frame 8, and the middle part and bottom of each anchor pole 6 are respectively provided with Nut 9, bottom nut 9 be adjacent to the bottom surface of bottom rectangular frame 8 contact, the top surface of middle part nut 9 and middle level rectangular frame 8 pastes Close contact;
During positioning, the support base 1 of detent mechanism is arranged on ground first, and pass through level meter(Not shown in figure)Test branch The top surface of supporting plate 4 on seat 1 is supportted whether in level, the top surface of supporting plate 4 is adaptively adjusted according to test result and is in level State, then will be fixedly connected between support base 1 and ground by expansion bolt;
Then the rectangular frame 8 of bottom is positioned over to the top surface of supporting plate 4 of the front and back end of support base 1, checked two layers by level meter The flatness of rectangular frame 8 and the concentricity that the corresponding hole of anchor pole 6 above and below in two layers of rectangular frame 8 is checked by plumbing method, Ensure that the corresponding hole line of centres of anchor pole 6 is perpendicular to ground up and down;
It is corresponding in the hole of each anchor pole 6 on the side of rectangular frame 8 four again to insert each anchor pole 6, each top of anchor pole 6 is adjusted relative to middle level square The top surface of shape framework 8 it is highly consistent, then will be entered by the nut 9 at the middle part of each anchor pole 6 between each anchor pole 6 and middle level rectangular frame 8 The interim positioning of row, prevents anchor pole 6 from moving downward;
Be corresponding in turn to the location-plate 2 for being inserted in middle part and the location-plate 2 at top again, between the positioning hole 5 on 2 each side of location-plate between Away from the design standard spacing between each center line of anchor pole 6, the location-plate 2 at middle part contacts positioning, top with the nut 9 at each middle part The nut that is set by the top of each anchor pole 6 of location-plate 2 carry out contact positioning, check and adjust each top of anchor pole 6 in The layer top surface of rectangular frame 8 it is highly consistent after, tighten bottom nut 9 and middle part nut 9, and by bottom nut 9 and bottom rectangle Framework 8 is welded and fixed between bottom surface, the top surface of middle part nut 9 and middle level rectangular frame 8 is welded and fixed;Further, in anchor pole 6 Pad, the top surface of pad and middle level rectangular frame 8 are provided between the bottom of each nut 9 in portion and the top surface of middle level rectangular frame 8 Contact, pad, pad and middle level rectangle are provided between the top of each nut 9 in the bottom of anchor pole 6 and the top surface of bottom rectangular frame 8 The top surface contact of framework 8, prevents anchor pole 6 from being moved relative to rectangular frame 8;During welding, by bottom and middle part nut 9 respectively with it is right Spot welding is fixed between answering pad, and even welds at 2 points in the opposite side of nut 9, by bottom rectangular frame 8 and corresponding pad surrounding It is welded and fixed, middle level rectangular frame 8 is welded and fixed with corresponding pad surrounding.
The location-plate 2 at middle part and top is finally taken out successively, you can completes the installation positioning of embedded part anchor structure.
The invention is not limited in foregoing embodiment.The present invention, which expands to, any in this manual to be disclosed New feature or any new combination, and disclose any new method or process the step of or any new combination.If this Art personnel, it is altered or modified in the unsubstantiality that the spirit for not departing from the present invention is done, should all belongs to power of the present invention The claimed scope of profit.

Claims (7)

  1. A kind of 1. installation detent mechanism of large-scale embedded parts anchor structure, it is characterised in that:It is mutual including embedded part anchor structure bottom Two parallel support bases(1)With the location-plate at top(2), two support bases(1)It is fixedly connected with ground, two support bases(1)It Between pass through reinforcer(3)It is fixedly connected, two support bases(1)Upper surface be fixedly installed supporting plate(4)And supporting plate(4)'s Top surface is horizontal plane, the supporting plate(4)Both ends respectively with two support bases(1)Upper surface be fixedly connected, the supporting plate (4)Width be vertical direction, the supporting plate(4)Top surface contacted with the embedded part anchor structure bottom and to its shape Into support;The location-plate(2)It is upper that there is positioning hole(5), each anchor pole of the embedded part anchor structure(6)Accordingly through described Positioning hole(5).
  2. A kind of 2. installation detent mechanism of large-scale embedded parts anchor structure according to claim 1, it is characterised in that:The branch Support seat(1)For H profile steel, the height of the H profile steel is 400mm.
  3. A kind of 3. installation detent mechanism of large-scale embedded parts anchor structure according to claim 2, it is characterised in that:It is described to add Strong part(3)For angle steel, the reinforcer(3)Both ends respectively with two support bases(1)The lower contacts of inner side are simultaneously fixedly connected, institute State reinforcer(3)Bottom and the H profile steel shape support base(1)Lower flange plate surface contact and be fixedly connected, in the branch Support seat(1)Length direction sets three reinforcers evenly and at intervals(3).
  4. A kind of 4. installation detent mechanism of large-scale embedded parts anchor structure according to claim 1, it is characterised in that:The branch Support seat(1)Front and back end be fixedly installed one piece of supporting plate respectively(4), the supporting plate(4)Thickness for 20mm, width For 200mm, the supporting plate(4)Front and back end and support base(1)Upper surface between be fixedly installed strengthen strength plate(7).
  5. A kind of 5. installation detent mechanism of large-scale embedded parts anchor structure according to claim 1, it is characterised in that:Described The anchor pole of embedded part anchor structure(6)Middle part and top be respectively arranged with one piece of location-plate(2), the positioning hole(5)'s Diameter is than the anchor pole(6)The big 2mm of external diameter.
  6. 6. the installation using a kind of installation detent mechanism of large-scale embedded parts anchor structure described in any one of claim 1 to 5 is determined Position method, it is characterised in that:The embedded part anchor structure includes two layers of rectangular frame(8)And it is fixedly connected as an entirety, institute State anchor pole(6)It is arranged at rectangular frame(8)Each side, each anchor pole(6)Both pass through two layers of rectangular frame(8), each anchor pole(6)Bottom Portion is located at bottom rectangular frame(8)Interior, middle part is located at middle level rectangular frame(8)It is interior, each anchor pole(6)Middle part and bottom be respectively provided with Nut(9), bottom nut(9)With bottom rectangular frame(8)Bottom surface be adjacent to contact, middle part nut(9)With middle level rectangular frame (8)Top surface be adjacent to contact;
    During positioning, first by the support base of detent mechanism(1)It is arranged on ground, and support base is tested by level meter(1)On Supporting plate(4)Whether top surface according to test result adaptively adjusts supporting plate in level(4)Top surface is in horizontal State, then by support base(1)It is fixedly connected between ground by expansion bolt;
    Then by the rectangular frame of bottom(8)It is positioned over support base(1)The supporting plate of front and back end(4)Top surface, check two layers of rectangle Framework(8)Flatness and two layers of rectangular frame(8)In up and down corresponding to anchor pole(6)The concentricity in hole, it is ensured that correspond to up and down Anchor pole(6)The hole line of centres is perpendicular to ground;
    Again in rectangular frame(8)Each anchor pole on four sides(6)It is corresponding in hole to insert each anchor pole(6), adjust each anchor pole(6)Top is relative In middle level rectangular frame(8)Top surface it is highly consistent, then pass through each anchor pole(6)The nut at middle part(9)By each anchor pole(6)With middle level Rectangular frame(8)Between positioned temporarily, prevent anchor pole(6)Move downward;
    The location-plate for being inserted in middle part is corresponding in turn to again(2)With the location-plate at top(2), location-plate(2)Positioning hole on each side(5) Between spacing be each anchor pole(6)Design standard spacing between center line, the location-plate at middle part(2)With the nut at each middle part (9)Contact positioning, the location-plate at top(2)Pass through each anchor pole(6)The nut that top is set carries out contact positioning, checks and adjusts Each anchor pole(6)Top is relative to middle level rectangular frame(8)Top surface it is highly consistent after, tighten bottom nut(9)With middle part nut (9), and by bottom nut(9)With bottom rectangular frame(8)It is welded and fixed between bottom surface, middle part nut(9)With middle level rectangle frame Frame(8)Top surface be welded and fixed;
    The location-plate at middle part and top is finally taken out successively(2), you can complete the installation positioning of embedded part anchor structure.
  7. 7. installation and locating method according to claim 6, it is characterised in that:Anchor pole(6)Each nut in middle part(9)Bottom with Middle level rectangular frame(8)Top surface between be provided with pad, pad and middle level rectangular frame(8)Top surface contact, anchor pole(6)Bottom Each nut in portion(9)Top and bottom rectangular frame(8)Top surface between be provided with pad, pad and middle level rectangular frame(8) Top surface contact, prevent anchor pole(6)Relative to rectangular frame(8)Motion;During welding, by bottom and middle part nut(9)Respectively with Spot welding is fixed between corresponding pad, and in nut(9)Opposite side even weldering 2 points, by bottom rectangular frame(8)With corresponding pad Piece surrounding is welded and fixed, by middle level rectangular frame(8)It is welded and fixed with corresponding pad surrounding.
CN201711041659.1A 2017-10-31 2017-10-31 A kind of installation and locating method of the installation positioning mechanism of large-scale embedded parts anchor structure Active CN107859037B (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111636435A (en) * 2020-05-20 2020-09-08 北京城建华夏基础建设工程有限公司 Foundation pit counter-pulling anchor rod supporting system and construction method thereof
CN111707430A (en) * 2020-06-29 2020-09-25 中国建筑第八工程局有限公司 Embedded part mounting structure and method for horizontal actuator of vibration table
CN112282073A (en) * 2020-10-20 2021-01-29 中国建筑第八工程局有限公司 Embedded part of vertical actuator and construction method thereof
CN113579608A (en) * 2021-07-19 2021-11-02 中建钢构工程有限公司 Embedded part positioning and welding device and embedded part manufacturing method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102561712A (en) * 2012-01-11 2012-07-11 中国建筑第二工程局有限公司 Precise positioning frame for large steel columns and equipment foundation fixing bolts and construction method of precise positioning frame
CN202688994U (en) * 2012-07-17 2013-01-23 中交第二公路工程局有限公司 Precise positioning device of anchor rods
CN204059395U (en) * 2014-07-14 2014-12-31 中国建筑第八工程局有限公司 The pre-buried location structure of stone bolt
US20160090709A1 (en) * 2014-09-26 2016-03-31 Austin MOHRFELD Heavy duty vent cap system for a suction pile

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102561712A (en) * 2012-01-11 2012-07-11 中国建筑第二工程局有限公司 Precise positioning frame for large steel columns and equipment foundation fixing bolts and construction method of precise positioning frame
CN202688994U (en) * 2012-07-17 2013-01-23 中交第二公路工程局有限公司 Precise positioning device of anchor rods
CN204059395U (en) * 2014-07-14 2014-12-31 中国建筑第八工程局有限公司 The pre-buried location structure of stone bolt
US20160090709A1 (en) * 2014-09-26 2016-03-31 Austin MOHRFELD Heavy duty vent cap system for a suction pile

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111636435A (en) * 2020-05-20 2020-09-08 北京城建华夏基础建设工程有限公司 Foundation pit counter-pulling anchor rod supporting system and construction method thereof
CN111707430A (en) * 2020-06-29 2020-09-25 中国建筑第八工程局有限公司 Embedded part mounting structure and method for horizontal actuator of vibration table
CN112282073A (en) * 2020-10-20 2021-01-29 中国建筑第八工程局有限公司 Embedded part of vertical actuator and construction method thereof
CN113579608A (en) * 2021-07-19 2021-11-02 中建钢构工程有限公司 Embedded part positioning and welding device and embedded part manufacturing method

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