CN205475363U - A shrink locating support for confirming pile foundation center - Google Patents

A shrink locating support for confirming pile foundation center Download PDF

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Publication number
CN205475363U
CN205475363U CN201620021112.XU CN201620021112U CN205475363U CN 205475363 U CN205475363 U CN 205475363U CN 201620021112 U CN201620021112 U CN 201620021112U CN 205475363 U CN205475363 U CN 205475363U
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CN
China
Prior art keywords
central substrate
pile foundation
stake
locating support
telescopic arm
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
CN201620021112.XU
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Chinese (zh)
Inventor
刘洋
匡鑫
申雨
胥灿
刘卫国
李伟
何亮
王洪
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China Construction Eighth Engineering Division Co Ltd
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China Construction Eighth Engineering Division Co Ltd
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Priority to CN201620021112.XU priority Critical patent/CN205475363U/en
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Publication of CN205475363U publication Critical patent/CN205475363U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a shrink locating support for confirming pile foundation center should shrink the locating support and set up in the stake of pile foundation mouthful and including central base plate, and central base plate lies in the middle part of stake mouthful, and the central point of central base plate puts and hangs a plumb bob, lie in the not equidirectional a plurality of flexible arm of going up just level setting, every flexible arm includes first link and second link, and the first link of flexible arm is connected respectively in central base plate, and the second link of flexible arm is connected in the stake mouth. The utility model provides a problem of pile foundation its heart positions in different stake footpaths how is confirmed through same location structure to further accuracy and the efficiency that improves the location construction.

Description

For determining the contraction locating support at pile foundation center
Technical field
This utility model relates to a kind of contraction locating support, is specifically related to a kind of for determining pile foundation center The contraction locating support of position.
Background technology
At present, at home in the pile foundation construction in construction site, the determination to drilling pile stake heart position, little Stake footpath pile foundation is different with timber pile footpath pile foundation.Wherein:
Paxilla footpath pile foundation mainly uses at stake mouth top layout flitch, on-the-spot to stake by total powerstation The setting-out of foundation pile heart position determines a heart design attitude, then carries out an outline by ribbon and arrives The range measurement of stake heart point position, judges the inclined of position according to the result of gained with stake footpath design load Move.This kind of method can judge pile foundation side-play amount with one-side.But this type of method shortcoming has: 1) Dangerous;During paxilla footpath pile foundation realizes stake heart design attitude setting-out, operator are at stake mouth Place carries out operation, and potential safety hazard is the biggest;2) professional stronger;Process to design stake position setting-out In, it is desirable to operator possess the relevant knowledge of surveying and locating;3) side-play amount drawn is one-sided , can not accurately obtain the actual position of drilling pile pore-forming;4) the side-play amount precision drawn is not Height, the result that this type of operation draws, deviation accumulation number of times is too many.
And timber pile footpath pile foundation arranges location gantry stake outside stake position and arranges ten before mainly using pore-forming Wordline, often saves with cross hairs centering, and ceiling hammer makees center control, to ensure stake position, after pore-forming I Check gantry stake, judge the skew of pile foundation position.But this type of method shortcoming has: 1) uneasy Entirely;Timber pile footpath pile foundation is laid cross hairs operator and is also at stake mouth operation, is unfavorable for safety work. 2) manpower is put into the biggest;Determine side-play amount by this type of method, at least want 3 operator's operations. 3) side-play amount drawn is inaccurate, the result that this type of operation draws, it is impossible to enough true reflection pile foundations are inclined Move and deviation accumulation number of times is too many;4) ease is the highest, and the pile foundation at non-disposable pore-forming is executed During work, cross hairs is laid and ceiling hammer, is required for professional and carries out;5) operation constantly Property strong, owing to cross hairs centering, ceiling hammer makees center control, to ensure constructing in stake position, Often construction one joint pile foundation, all can notify skilled addressee, carry out the control of stake position.
Utility model content
For overcoming the defect existing for prior art, now provide a kind of for determining pile foundation center Shrink locating support, to solve how to be determined its stake of pile foundation in piles with different footpath by same location structure The problem of heart position, and improve accuracy and the efficiency of location construction further.
For achieving the above object, a kind of contraction location for determining pile foundation center is first provided Frame, this contraction locating support is arranged at the stake mouth of pile foundation and includes:
Central substrate, central substrate is positioned at the middle part of stake mouth, and the center of central substrate hangs a plumb bob;
Being positioned on different directions and horizontally disposed multiple telescopic arm, each telescopic arm includes the first connection end And second connect end, telescopic arm first connection end be connected to central substrate, the second of telescopic arm Connect end and be connected to stake mouth.
This utility model shrinks having the beneficial effects that of locating support,
It is located at pile foundation stake mouth by being positioned at different directions and horizontally disposed multiple telescopic arm and then formation Locating support, when positioning pile foundation center, by each telescopic arm being adjusted to isometric and then make Heart substrate is accurately located at the center of stake mouth, is more intuitively embodied in pile foundation by the plumb bob under central substrate The place of heart line, this positioning rack structure is simple, it is simple to job site operates, and, setting accuracy High.
Preferably, the edge of central substrate is provided with hinge, and the first connection end of multiple telescopic arms leads to respectively Cross hinge convergence and be connected to central substrate, in order to each telescopic arm is accommodated in central substrate.
Preferably, each telescopic arm includes that the first bar and the second bar being mutually socketed, the first bar connect In hinge, the second bar is connected on the retaining wall of stake mouth, and the first bar and the second bar Telescopic Fixed are pressed by one Button connects fastening.
Preferably, second connects end is provided with groove, and the retaining wall of stake mouth is provided with fixing nail, and groove is arranged in Fixing nail and then second connects end and is fixed on the retaining wall of stake mouth.
Preferably, the prism position seat for reflection central substrate is installed in the center in central substrate Mark, the center of central substrate is provided with a mirror Button Block, and prism is fixed on mirror Button Block.
Preferably, telescopic arm has scale for reflection the first connection end to second connect between end away from From.
Preferably, the upper end of plumb bob has two hangers, and two hangers hang on the most right of central substrate On linea angulata.
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram that this utility model shrinks locating support;
Fig. 2 is the structural representation that in Fig. 1, telescopic arm is connected with central substrate;
Fig. 3 is the structural representation of single telescopic arm in Fig. 2;
Fig. 4 is the structure for amplifying schematic diagram of single central substrate in Fig. 2;
Fig. 5 is the structural representation hanging plumb bob on the basis of Fig. 4 under central substrate.
Detailed description of the invention
Below by way of specific instantiation, embodiment of the present utility model, those skilled in the art are described Other advantages of the present utility model and effect can be understood easily by the content disclosed by this specification.This reality Can also be carried out by the most different detailed description of the invention with novel or apply, in this specification Every details can also be carried out under without departing from spirit of the present utility model based on different viewpoints and application Various modifications or change.
Shown in Fig. 1 and Fig. 2, this utility model provides a kind of for determining pile foundation center Contraction locating support, this contraction locating support is arranged at the stake mouth 9 of pile foundation and includes: central substrate 1, central substrate 1 time hangs the plumb bob 2 center for display pile foundation to be determined, central substrate 1 On center install a prism 3 for reflection central substrate 1 position coordinates;Horizontally disposed many Individual telescopic arm 4, each institute telescopic arm 4 includes that the first connection end 400 and second connects end 402, many First connection end 400 of individual telescopic arm 4 converges respectively and is connected to central substrate 1, multiple telescopic arms 4 Second connects end 402 extends from central substrate 1 to different directions and supports respectively and be connected to protecting of stake mouth 9 On wall 90, telescopic arm 4 has scale and connects end 402 for reflection the first connection end 400 to the second Between distance, position pile foundation center time, the scale on each telescopic arm 4 need to be made identical.
Shown in Fig. 3 and Fig. 4, the edge of central substrate 1 is provided with hinge 5, each telescopic arm 4 First connects end 400 is connected to central substrate 1 by hinge 5, in order to each telescopic arm 4 collapses in Central substrate 1, each telescopic arm 4 includes the first bar 40 and the second bar 42 being mutually socketed, first Bar 40 bolt is connected to hinge 5, and the second bar 42 is connected on the retaining wall 90 of stake mouth 9.Such as Fig. 3, relatively For preferably, telescopic arm 4 is Sopwith staff, and Sopwith staff is provided with Telescopic Fixed button 44 for fastening the first bar 40 and second bar 42.It is provided with groove 46 at the back side of the second connection end 402 of Sopwith staff, and at stake mouth The retaining wall 90 of 9 is provided with fixing nail, and groove 46 is arranged in the second connection end 402 of fixing nail and then Sopwith staff It is fixed on the retaining wall 90 of pile foundation stake mouth 9.Such as Fig. 4, the center of central substrate 1 is provided with a mirror Button Block 30, prism 3 is fixed on mirror Button Block 30, and this mirror Button Block 30 is cylindrical, and, at mirror Button Block On the sidewall of 30, a fastening button 32 is put in rotation, after mirror Button Block 30 is inserted in the bottom of prism 3, passes through sidewall On fastening button 32 fixed prism 3.
As it is shown in figure 5, the upper end of plumb bob 2 has two hangers 20, two hangers 20 hang on center On the most cornerwise two diagonal angles of substrate 1.And then, plumb bob 2 naturally droops in central substrate 1 Center.
After having said structure feature, in conjunction with shown in Fig. 1 to Fig. 5, this utility model can be by following mistake Journey is implemented:
A. such as Fig. 2, by said structure feature, assemble a complete locating support, wherein, can be selected for The compound compressed flat board of 88mm × 88mm × 20mm, as above-mentioned central substrate 1, selects Sopwith staff as upper The telescopic arm 4 stated, the quantity of telescopic arm 4 is four, and four telescopic arms 4 up and down are mutually perpendicular to;
B., before operation, such as Fig. 5, first plumb bob 2 button is hung over the most cornerwise two of central substrate 1 On diagonal angle, such as Fig. 1, then on the retaining wall 90 of pile foundation stake mouth 9, it is uniformly distributed four locating pins for solid Determine telescopic arm 4;
C. during operation, in conjunction with Fig. 1 and Fig. 3, second bar 42 back side recessed of each telescopic arm 4 is utilized Groove 46 is arranged in the locating pin on the retaining wall 90 of stake mouth 9, and then by the second connection end of telescopic arm 4 402 are fixed on stake mouth 9, and after fixing, central substrate is the most about at the medium position of pile foundation stake mouth 9;
D. utilize the length of the scale regulation telescopic arm 4 of Sopwith staff itself, after adjustment, make four telescopic arms 4 Length identical (after i.e. adjusting, the scale on each telescopic arm 4 is identical), the length of Sopwith staff passes through self With Telescopic Fixed button 44 fix, treat plumb bob 2 swing stable after, plumb bob 2 place straight line is i.e. Position for the stake heart;
E. such as Fig. 1, stake heart position is checked: prism 3 is mounted on the mirror of central substrate 1 On Button Block 30, then determine, with coordinate positioning apparatus, the coordinate position that prism 3 is reflected, gather and remember Record this coordinate position, check whether to keep consistent with Design Theory center.
After completing above-mentioned implementation process, this utility model following characteristics should be able to be embodied:
The locating support of the application is applicable to the location of its center of pile foundation in any stake footpath and measures, fixed The position simple in construction of support own, when location is measured, convenient construction operates, and aligner measurements is efficient Safety, setting accuracy is high.
It should be noted that structure depicted in this specification institute accompanying drawings, ratio, size etc., the most only In order to coordinate the content disclosed in description, understand for those skilled in the art and read, not using To limit the enforceable qualifications of this utility model, therefore do not has technical essential meaning, any structure Modification, the change of proportionate relationship or the adjustment of size, do not affecting the merit that this utility model can be generated by Under the purpose imitated and can reach, all should still fall and obtain can contain at the technology contents disclosed in this utility model In the range of.Meanwhile, in this specification cited as " on ", D score, "left", "right", The term of " middle " and " one " etc., is merely convenient to understanding of narration, and is not used to limit this practicality Novel enforceable scope, being altered or modified of its relativeness, changing under technology contents without essence, When being also considered as the enforceable category of this utility model.
Above in association with accompanying drawing embodiment, this utility model is described in detail, ordinary skill in this area This utility model can be made many variations example by personnel according to the above description.Thus, some in embodiment Details should not constitute restriction of the present utility model, and this utility model will define with appended claims Scope is as protection domain.

Claims (5)

1. the contraction locating support being used for determining pile foundation center, it is characterised in that described contraction is fixed Position support is arranged at the stake mouth of pile foundation and includes:
Central substrate, described central substrate is positioned at the middle part of described stake mouth, the centre bit of described central substrate Put suspension one plumb bob;
Being positioned on different directions and horizontally disposed multiple telescopic arm, each institute telescopic arm includes the first connection End and second connects end, and described the first of described telescopic arm connects end and be connected to described center base Plate, the second connection end of described telescopic arm is connected to described stake mouth.
Contraction locating support the most according to claim 1, it is characterised in that
The edge of described central substrate is provided with hinge, and described the first of multiple described telescopic arms connects end respectively Converged by described hinge and be connected to described central substrate.
Contraction locating support the most according to claim 2, it is characterised in that
Each described telescopic arm includes the first bar and the second bar being mutually socketed, and described first bar is connected to Described hinge, described second bar is connected on the retaining wall of described stake mouth, described first bar and described second Bar connects fastening by a Telescopic Fixed button.
Contraction locating support the most according to claim 1, it is characterised in that
Described second connects end is provided with groove, and the retaining wall of described stake mouth is provided with fixing nail, described groove card It is located at described fixing nail and then described second connection end is fixed on the retaining wall of described stake mouth.
Contraction locating support the most according to claim 1, it is characterised in that
A prism is installed for the position reflecting described central substrate in center in described central substrate Coordinate, the center of described central substrate is provided with a mirror Button Block, and described prism is fixed on described mirror Button Block.
CN201620021112.XU 2016-01-11 2016-01-11 A shrink locating support for confirming pile foundation center Expired - Fee Related CN205475363U (en)

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Application Number Priority Date Filing Date Title
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105484299A (en) * 2016-01-11 2016-04-13 中国建筑第八工程局有限公司 Contraction positioning support for determining center of pile foundation and construction method of contraction positioning support
CN106869193A (en) * 2017-01-22 2017-06-20 中国建筑第八工程局有限公司 Stake heart centering method and grout pile heart centralising device during filling pile construction
CN109029215A (en) * 2018-09-17 2018-12-18 中国五冶集团有限公司 A kind of mechanism for the measurement of pile foundation hole depth
CN109539945A (en) * 2018-11-16 2019-03-29 五冶集团上海有限公司 A kind of application method of artificial digging pile aperture checking tool
CN114875917A (en) * 2022-04-20 2022-08-09 中铁大桥局集团有限公司 Underwater steel pipe pile circle center positioning device and positioning method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105484299A (en) * 2016-01-11 2016-04-13 中国建筑第八工程局有限公司 Contraction positioning support for determining center of pile foundation and construction method of contraction positioning support
CN106869193A (en) * 2017-01-22 2017-06-20 中国建筑第八工程局有限公司 Stake heart centering method and grout pile heart centralising device during filling pile construction
CN109029215A (en) * 2018-09-17 2018-12-18 中国五冶集团有限公司 A kind of mechanism for the measurement of pile foundation hole depth
CN109539945A (en) * 2018-11-16 2019-03-29 五冶集团上海有限公司 A kind of application method of artificial digging pile aperture checking tool
CN114875917A (en) * 2022-04-20 2022-08-09 中铁大桥局集团有限公司 Underwater steel pipe pile circle center positioning device and positioning method

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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: 20160817

Termination date: 20220111