CN205475363U - A shrink locating support for confirming pile foundation center - Google Patents
A shrink locating support for confirming pile foundation center Download PDFInfo
- 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
- Authority
- 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
Links
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
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
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.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620021112.XU CN205475363U (en) | 2016-01-11 | 2016-01-11 | A shrink locating support for confirming pile foundation center |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620021112.XU CN205475363U (en) | 2016-01-11 | 2016-01-11 | A shrink locating support for confirming pile foundation center |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205475363U true CN205475363U (en) | 2016-08-17 |
Family
ID=56666502
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620021112.XU Expired - Fee Related CN205475363U (en) | 2016-01-11 | 2016-01-11 | A shrink locating support for confirming pile foundation center |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205475363U (en) |
Cited By (5)
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 |
-
2016
- 2016-01-11 CN CN201620021112.XU patent/CN205475363U/en not_active Expired - Fee Related
Cited By (5)
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 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN205475363U (en) | A shrink locating support for confirming pile foundation center | |
CN105484299A (en) | Contraction positioning support for determining center of pile foundation and construction method of contraction positioning support | |
CN104328799B (en) | A kind of sheltered reverse excavation subway station steel pipe column accurate positioning method | |
CN106092024B (en) | Model Pile PORE SIZE APPARATUS FOR and stake holes bore diameter measuring method | |
CN113280721B (en) | Pile core positioning device and pile core positioning method | |
CN113607190A (en) | Building construction horizontal component size measurement and verification method | |
CN203116729U (en) | Plumb-line rod | |
CN206504732U (en) | A kind of support for laser leveler | |
CN206038007U (en) | On --spot mapping device of constructional engineering cost | |
CN208313311U (en) | verticality monitoring device for tower crane | |
CN205333054U (en) | From perpendicular surveyor's level | |
CN205558321U (en) | Measure unwrapping wire hole protector | |
CN205537618U (en) | Hang down instrument of straightness and angle of control batter post | |
CN205482962U (en) | Wall post template straightness detection device that hangs down | |
CN104121897A (en) | Conveniently-operated satellite positioning measuring rod | |
CN210774082U (en) | Template verticality measuring device | |
CN203964916U (en) | The satellite positioning surveys bar of handled easily | |
CN207215095U (en) | A kind of mold plate verticality survey tool | |
CN207215124U (en) | Detection tool for detecting verticality | |
CN213874199U (en) | Ground leveling auxiliary tool for infrared level meter | |
CN207779390U (en) | Tile paved surface absolute altitude and levelness measuring device | |
CN210625671U (en) | Perpendicularity detection ruler for shear wall and column construction template | |
CN219121404U (en) | Pile position measuring and placing device | |
CN106017412B (en) | The additional survey method of the differential settlement difference of large-span steel girder deflection metrology | |
CN210165955U (en) | On-spot mapping device of building engineering cost |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
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 |