CN206722088U - Steel pile foundation bolt positioning device - Google Patents

Steel pile foundation bolt positioning device Download PDF

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Publication number
CN206722088U
CN206722088U CN201720505499.0U CN201720505499U CN206722088U CN 206722088 U CN206722088 U CN 206722088U CN 201720505499 U CN201720505499 U CN 201720505499U CN 206722088 U CN206722088 U CN 206722088U
Authority
CN
China
Prior art keywords
steel
foundation bolt
semicircle
hole
pieces
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.)
Expired - Fee Related
Application number
CN201720505499.0U
Other languages
Chinese (zh)
Inventor
孙晓林
吴村田
季进亮
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.)
Qingdao Dongjie Construction Engineering Co Ltd
Original Assignee
Qingdao Dongjie Construction Engineering Co Ltd
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 Qingdao Dongjie Construction Engineering Co Ltd filed Critical Qingdao Dongjie Construction Engineering Co Ltd
Priority to CN201720505499.0U priority Critical patent/CN206722088U/en
Application granted granted Critical
Publication of CN206722088U publication Critical patent/CN206722088U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of steel pile foundation bolt positioning device, including steel plate, foundation bolt and scaffold steel pipe, the steel plate is spliced by two pieces of dismountable prefabricated steels axisymmetricly, the clamping rings being made by round steel is welded with the corner of the steel plate, the scaffold steel pipe may pass through the clamping rings;The consistent semicircle positioning hole of several diameters is arranged with two pieces of prefabricated steels, cross normal control wire is provided between adjacent semicircle positioning hole;The raised semicircle positioning tube equal with semicircle positioning hole number is also arranged with two pieces of prefabricated steels, the rear and front end of the semicircle positioning tube is welded with flank, the flank is provided with fixing hole, is fixed together two pieces of prefabricated steels through fixing hole and screwing by bolt.The utility model can effectively control foundation bolt location dimension and precision, and mould pacifies, tears simple, easy for construction, repeatable utilization open, and overall economic efficiency is preferable.

Description

Steel pile foundation bolt positioning device
Technical field
It the utility model is related to architectural engineering technical field of auxiliary equipment, and in particular to a kind of steel pile foundation bolt positioning Device.
Background technology
Steel plant structure span is larger, and steel pile is more, therefore, in steel-structure factory building engineering, steel pile and base Connection between plinth is realized by foundation bolt.At present, in building construction process, large equipment base foundation bolt is Pre-buried in advance, the precision of embedding anchor bolts directly influences the lifting work of later stage large scale equipment, and because large scale equipment Foundation bolt general requirements is big, quantity is more, installation accuracy requires the features such as high, Equipment Foundations physical dimension is changeable, corresponding increase Foundation bolt installation difficulty.Therefore, whether sill anchor positioning is accurate, directly affects the integral installation essence of steel-structure factory building Degree.
And typically constructed in the prior art, in embedding anchor bolts work progress using typified form, for large-scale positioning Template has the following disadvantages:Large-scale locating template is required to make precision height, for lifting, requiring strict in work progress, gone out Existing problem is difficult to adjust, and easily causes secondary construction;Large-scale locating template processing, transport are easily deformed, and increase difficulty of construction;Apply After work, the bolt to go wrong individually is adjusted difficult.It is big that utility model patent CN202718136U discloses a kind Type Equipment Foundations foundation bolt installation and positioning structure, including multiple foundation bolts and pour mold and reinforced frame accordingly;Eachly Foot bolt is stood in be poured in mold accordingly, and corresponding main reinforcement frame is in the die cavity for pouring mold;Also include support frame, lower margin spiral shell Bolt locating template and multiple precise positioning ring plates;The foundation bolt positioning mould grillage is on support frame;Foundation bolt positioning mould Multiple anchor (bolt) holes are provided with plate, the aperture of anchor (bolt) hole is more than the diameter of foundation bolt;Each foundation bolt stretches into phase The anchor (bolt) hole answered;The quantity of precise positioning ring plate is identical with the quantity of foundation bolt;Each precise positioning ring plate is sheet Structure, through hole is provided with laminated structure, the diameter of the through hole is identical with the diameter of foundation bolt;Precise positioning ring plate passes through this Through hole is enclosed on corresponding foundation bolt, and the bottom surface of precise positioning ring plate and the upper surface of foundation bolt locating template are closely connected. But the utility model device complex operation, and the installation positioning of some large-scale chemical industry equipments is suitable only for, it is not appropriate for building The construction in field.
Utility model content
In view of the shortcomings of the prior art, the utility model solves by providing a kind of steel pile foundation bolt positioning device In existing work progress, the steel-structure factory building steel pile caused by foundation bolt deviations are excessive can not install and steel knot The excessive technical problem of structure factory building integral installation accuracy error.
Steel pile foundation bolt positioning device, including steel plate, foundation bolt and scaffold steel pipe, the steel plate be in by two pieces Axisymmetric dismountable prefabricated steel is spliced, and the fixed circle being made by round steel is welded with the corner of the steel plate Ring, the scaffold steel pipe may pass through the clamping rings;Half of several diameters unanimously is arranged with two pieces of prefabricated steels Justify positioning hole, cross normal control wire is provided between adjacent semicircle positioning hole;Also be arranged with two pieces of prefabricated steels and The equal raised semicircle positioning tube of semicircle positioning hole number, the semicircle positioning tube and prefabricated steel are perpendicular, the semicircle It is provided with positioning tube and positions bore dia identical through hole with semicircle, the foundation bolt can be worn out of semicircle positioning hole and through hole Cross;The rear and front end of the semicircle positioning tube is welded with flank, and the flank is provided with fixing hole, is passed through and fixed by bolt Two pieces of prefabricated steels are fixed together by hole and screwing.
Preferably, the thickness of the steel plate is 28mm.
Preferably, the thickness of the round steel is 8mm.
Preferably, the semicircle positioning tube is welded in prefabricated steel.
Compared with prior art, the beneficial effects of the utility model are:The utility model employs spliced prefabricated steel Mould, solve in existing work progress, steel-structure factory building steel pile can not pacify caused by foundation bolt deviations are excessive It is filled with and technical problem that steel-structure factory building integral installation accuracy error is excessive;It is perpendicular to be further also provided with prefabricated steel Semicircle positioning tube, perpendicular to the ground not tilted when ensureing foundation bolt installation;Steel plate is made sliceable tear open by the utility model It is more flexible and convenient that the formula of unloading uses the utility model, passes through the multiple fixation of scaffolding steel pipe, semicircle positioning tube and flank The utility model is set to be not easy to shift after, fixation is more firm.Therefore, the utility model effectively can control foundation bolt to position Size and precision, and mould pacifies, tears simple, easy for construction, repeatable utilization open, overall economic efficiency is preferable.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is Fig. 1 upward view;
Fig. 3 is Fig. 1 right view;
Reference:1st, steel plate;2nd, foundation bolt;3rd, scaffold steel pipe;4th, clamping rings;5th, semicircle positioning hole;6th, ten Font normal control wire;7th, semicircle positioning tube;8th, through hole;9th, flank;10th, bolt;11st, prefabricated steel;12nd, fixing hole.
Embodiment
The utility model is described in further detail with reference to the accompanying drawings and detailed description.
Embodiment 1
Shown in 3, steel pile foundation bolt positioning device, including steel plate 1, foundation bolt 2 and scaffold steel pipe 3, the steel The thickness of plate 1 is 28mm, and the steel plate 1 is spliced by two pieces of dismountable prefabricated steels 11 axisymmetricly.The steel plate 1 Corner at be welded with the clamping rings 4 being made by round steel, the thickness of the round steel is 8mm, and the scaffold steel pipe 3 can Through the clamping rings 4.The consistent semicircle positioning hole 5 of several diameters is arranged with two pieces of prefabricated steels 11, it is adjacent Cross normal control wire 6 is provided between semicircle positioning hole 5.Also it is arranged with two pieces of prefabricated steels 11 and semicircle positioning hole 5 The equal raised semicircle positioning tube 7 of quantity, the semicircle positioning tube 7 are welded in prefabricated steel 11, the semicircle positioning tube 7 It is perpendicular with prefabricated steel 11, it is provided with and the diameter identical through hole 8 of semicircle positioning hole 5, the lower margin in the semicircle positioning tube 7 Bolt 2 can pass through out of semicircle positioning hole 5 and through hole 8;The rear and front end of the semicircle positioning tube 7 is welded with flank 9, described Flank 9 is provided with fixing hole 12, through fixing hole 12 and screws two pieces of prefabricated steels 11 being fixedly connected on one by bolt 10 Rise.
Method of manufacture and use thereof of the present utility model:Bored according to the relative position of foundation bolt on the steel plate of 25mm thickness Hole forming, cross normal control wire being made between the positioning hole of steel plate, the round steel for being 8mm with thickness makes clamping rings, And clamping rings is welded at the corner of steel plate, internal orifice dimension and positioning hole aperture identical positioning tube are welded on steel plate, Steel plate is symmetrically cut and is divided into two, the flank for steel plate after segmentation to be docked is welded on positioning tube after dicing, Flank just as being drilled with equal-sized fixing hole on position.In use, determined according to the cross normal control wire on steel plate Foundation bolt, is then put into half-circle locating aperture by the position of good half-circle locating aperture, then, finally by using scaffold Steel pipe passes through clamping rings by the utility model fixation so as to reach the purpose of control foundation bolt axial location, and bolt 10 passes through Two pieces of prefabricated steels are fixed together by fixing hole on flank and screwing.
Embodiment 2
Different from embodiment 1, the utility model does not contain semicircle positioning tube 7, through hole 8, flank 9, fixing hole and bolt 10.
Although above having made detailed description to the utility model with generality explanation and specific embodiment, On the basis of the utility model, it can be made some modifications or improvements, this is apparent to those skilled in the art 's.Therefore, the these modifications or improvements on the basis of without departing from the utility model spirit, belonging to the utility model will Seek the scope of protection.

Claims (4)

1. steel pile foundation bolt positioning device, including steel plate, foundation bolt and scaffold steel pipe, it is characterised in that:The steel Plate is spliced by two pieces of dismountable prefabricated steels axisymmetricly, be welded with the corner of the steel plate by round steel make and Into clamping rings, the scaffold steel pipe may pass through the clamping rings;It is straight that several are arranged with two pieces of prefabricated steels The consistent semicircle positioning hole in footpath, cross normal control wire is provided between adjacent semicircle positioning hole;In two pieces of prefabricated steels also The raised semicircle positioning tube equal with semicircle positioning hole number is arranged with, the semicircle positioning tube mutually hangs down with prefabricated steel Directly, it is provided with the semicircle positioning tube and positions bore dia identical through hole with semicircle, the foundation bolt can be from semicircle positioning hole Passed through with through hole;The rear and front end of the semicircle positioning tube is welded with flank, and the flank is provided with fixing hole, passes through spiral shell Bolt passes through fixing hole and screwed and is fixed together two pieces of prefabricated steels.
2. steel pile foundation bolt positioning device according to claim 1, it is characterised in that:The thickness of the steel plate is 28mm。
3. steel pile foundation bolt positioning device according to claim 1, it is characterised in that:The thickness of the round steel is 8mm。
4. steel pile foundation bolt positioning device according to claim 1, it is characterised in that:The semicircle positioning tube welding In prefabricated steel.
CN201720505499.0U 2017-05-09 2017-05-09 Steel pile foundation bolt positioning device Expired - Fee Related CN206722088U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720505499.0U CN206722088U (en) 2017-05-09 2017-05-09 Steel pile foundation bolt positioning device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720505499.0U CN206722088U (en) 2017-05-09 2017-05-09 Steel pile foundation bolt positioning device

Publications (1)

Publication Number Publication Date
CN206722088U true CN206722088U (en) 2017-12-08

Family

ID=60509489

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720505499.0U Expired - Fee Related CN206722088U (en) 2017-05-09 2017-05-09 Steel pile foundation bolt positioning device

Country Status (1)

Country Link
CN (1) CN206722088U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110385783A (en) * 2019-06-24 2019-10-29 中国一冶集团有限公司 The prefabricated components and construction method of pre-buried hanging ring in a kind of pipe gallery plate member

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110385783A (en) * 2019-06-24 2019-10-29 中国一冶集团有限公司 The prefabricated components and construction method of pre-buried hanging ring in a kind of pipe gallery plate member

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171208

Termination date: 20180509