CN204662445U - A kind of accurate-location device of piling - Google Patents

A kind of accurate-location device of piling Download PDF

Info

Publication number
CN204662445U
CN204662445U CN201520258476.5U CN201520258476U CN204662445U CN 204662445 U CN204662445 U CN 204662445U CN 201520258476 U CN201520258476 U CN 201520258476U CN 204662445 U CN204662445 U CN 204662445U
Authority
CN
China
Prior art keywords
crossbeams
distance
longerons
accurate
piling
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.)
Active
Application number
CN201520258476.5U
Other languages
Chinese (zh)
Inventor
王国富
路林海
曹正龙
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.)
Jinan Rail Transit Group Co Ltd
Original Assignee
Jinan Rail Transit Group 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 Jinan Rail Transit Group Co Ltd filed Critical Jinan Rail Transit Group Co Ltd
Priority to CN201520258476.5U priority Critical patent/CN204662445U/en
Application granted granted Critical
Publication of CN204662445U publication Critical patent/CN204662445U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The utility model relates to a kind of accurate-location device of piling, comprise two crossbeams be arrangeding in parallel and be fixed on several longerons between two crossbeams, distance between described two crossbeams is the width value of preformed pile, the two ends of described longeron are vertically fixed on two crossbeams respectively, two longerons adjacent in several longerons described form one group, distance between two longerons in a group is the width value of preformed pile, and the distance between the centre position of two adjacent groups longeron is the setting value of pile spacing.Due to " distance between two crossbeams is the width value of preformed pile; the distance between two longerons in a group is the width value of preformed pile; the distance between the centre position of two adjacent groups longeron is the setting value of pile spacing " in the utility model, the accurate location of preformed pile can be realized, thus avoid that campshed is uneven, the stake position not phenomenon such as just.Because the utility model is rigidity, durable, be not easy to be destroyed, can reuse.

Description

A kind of accurate-location device of piling
Technical field
The utility model is specifically related to a kind of accurate-location device of piling.
Background technology
In existing pile foundation engineering, be adopt total powerstation or transit to determine the some position of each in conjunction with gage to the method for pile foundation location, then sprinkle the some position of mark as piling with albarium.But the some position later stage of this method mark very easily destroys, and needs again unwrapping wire to locate.Even and if telltale mark exist, but pile press is difficult to when piling is buried ensure that the gauge point center of doing is aimed at the center of stake, easily occurs that campshed is uneven, the stake position not phenomenon such as just during static pressure campshed.
Utility model content
The purpose of this utility model is for solving above-mentioned technical barrier, provides a kind of accurate-location device of piling, and this device can make preformed pile in accurate location press-in stratum.
For achieving the above object, the utility model adopts following technical proposals:
A kind of accurate-location device of piling, comprise two crossbeams be arrangeding in parallel and be fixed on several longerons between two crossbeams, distance between described two crossbeams is the width value of preformed pile, the two ends of described longeron are vertically fixed on two crossbeams respectively, two longerons adjacent in several longerons described form one group, distance between two longerons in a group is the width value of preformed pile, and the distance between the centre position of two adjacent groups longeron is the setting value of pile spacing.
Preferably, described two crossbeams are i shaped steel, and according on the mode fixed bottom boundary of " work ".
Preferably, described i shaped steel is provided with several and runs through described i shaped steel from top to bottom, and the boring for i shaped steel is fixed on the ground.
Preferably, described boring is two, is separately positioned on left and right two bight of i shaped steel near outside.
Preferably, the two ends of described longeron are vertically fixed on two crossbeams by bolt.
Preferably, the two ends of described longeron are vertically fixed on two crossbeams by the mode of welding.
Advantageous Effects of the present utility model is:
1, in the utility model due to " distance between two crossbeams is the width value of preformed pile; the distance between two longerons in a group is the width value of preformed pile; the distance between the centre position of two adjacent groups longeron is the setting value of pile spacing ", the accurate location of preformed pile can be realized, thus avoid that campshed is uneven, the stake position not phenomenon such as just.
2, because the utility model is rigidity, durable, be not easy to be destroyed, can reuse.
If 3 longerons are bolted on crossbeam, easy accessibility, one group of crossbeam goes for the preformed pile of different in width.
Accompanying drawing explanation
Fig. 1 is top view of the present utility model;
Fig. 2 is sectional view of the present utility model.
Wherein, 1, crossbeam, 2, longeron, 3, boring, 4, bolt.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in detail:
As depicted in figs. 1 and 2, a kind of accurate-location device of piling, comprise two crossbeams 1 be arrangeding in parallel and be fixed on several longerons 2 between two crossbeams 1, distance between described two crossbeams 1 is the width value of preformed pile, the two ends of described longeron 2 are vertically fixed on two crossbeams 1 respectively, two longerons 2 adjacent in several longerons 2 described form one group, distance between two longerons 2 in a group is the width value of preformed pile, and the distance between the centre position of two adjacent groups longeron is the setting value of pile spacing.
Described two crossbeams 1 can be made up of i shaped steel, and according on the mode fixed bottom boundary of " work ".
Two bights in close outside running through described i shaped steel top and bottom are respectively arranged with the boring 3 for being fixed on the ground by i shaped steel.
The two ends of longeron 2 are vertically fixed on two crossbeams 1 by bolt 4.
The two ends of longeron 2 also can be vertically fixed on two crossbeams 1 by the mode of welding.
The concrete construction method of said structure is as follows:
Step 1. is the pile spacing length of 6 times according to the length of the pile spacing determination i shaped steel of design, is generally no more than 15 meters, bolt hole is left according to design attitude in the edge of a wing at the upper side of i shaped steel;
Step 2. is according to width determination steel plate strip (the i.e. longeron 2) length of design preformed pile, and the effective length (distances namely between two crossbeams 1) of steel plate strip just in time equals the width (diameter) of preformed pile;
The pile spacing of step 3. according to design and the width of preformed pile, the two ends of steel plate strip are vertically fixed on two i iron, two adjacent steel plate strip are one group, distance between two steel plate strip in this group is that the width of preformed pile is (if be cylinder pile, be then the diameter of stake), the distance between the centre position of two adjacent groups is pile spacing;
Step 4. utilizes total powerstation or transit true fixed pile at the construction field (site), then pounds underground layer with reinforcing bar through the bight boring be arranged in bottom i iron, is fixed on the ground by stake position positioner;
The stake position press-in preformed pile that step 5. is determined according to stake position positioner.
By reference to the accompanying drawings detailed description of the invention of the present utility model is described although above-mentioned; but the restriction not to the utility model protection domain; one of ordinary skill in the art should be understood that; on the basis of the technical solution of the utility model, those skilled in the art do not need to pay various amendment or distortion that creative work can make still within protection domain of the present utility model.

Claims (6)

1. the accurate-location device of a piling, it is characterized in that: comprise two crossbeams be arrangeding in parallel and be fixed on several longerons between two crossbeams, distance between described two crossbeams is the width value of preformed pile, the two ends of described longeron are vertically fixed on two crossbeams respectively, two longerons adjacent in several longerons described form one group, distance between two longerons in a group is the width value of preformed pile, and the distance between the centre position of two adjacent groups longeron is the setting value of pile spacing.
2. the accurate-location device of piling according to claim 1, is characterized in that: described two crossbeams are i shaped steel.
3. the accurate-location device of piling according to claim 2, is characterized in that: described i shaped steel is provided with several and runs through described i shaped steel from top to bottom, and the boring for i shaped steel is fixed on the ground.
4. the accurate-location device of piling according to claim 3, is characterized in that: described boring is two, is separately positioned on left and right two bight of i shaped steel near outside.
5., according to the accurate-location device of the arbitrary described piling of claim 1-4, it is characterized in that: the two ends of described longeron are vertically fixed on two crossbeams by bolt.
6. according to the accurate-location device of the arbitrary described piling of claim 1-4, it is characterized in that: the two ends of described longeron are vertically fixed on two crossbeams by the mode of welding.
CN201520258476.5U 2015-04-24 2015-04-24 A kind of accurate-location device of piling Active CN204662445U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520258476.5U CN204662445U (en) 2015-04-24 2015-04-24 A kind of accurate-location device of piling

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520258476.5U CN204662445U (en) 2015-04-24 2015-04-24 A kind of accurate-location device of piling

Publications (1)

Publication Number Publication Date
CN204662445U true CN204662445U (en) 2015-09-23

Family

ID=54132841

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520258476.5U Active CN204662445U (en) 2015-04-24 2015-04-24 A kind of accurate-location device of piling

Country Status (1)

Country Link
CN (1) CN204662445U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106545014A (en) * 2016-11-07 2017-03-29 金陵科技学院 A kind of many pile-type, assembled pile sinking verticality control device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106545014A (en) * 2016-11-07 2017-03-29 金陵科技学院 A kind of many pile-type, assembled pile sinking verticality control device
CN106545014B (en) * 2016-11-07 2018-08-21 金陵科技学院 A kind of more pile-type, assembled pile sinking verticality control device

Similar Documents

Publication Publication Date Title
AU2019452705B2 (en) Foundation reinforcement structure and method for hoisting heavy equipment close to unclosed building
CN103437346A (en) Steel pipe pile with burrs and construction method
CN107119569A (en) A kind of construction method of the oblique rock geology construction make-shift bridge of deep water shallow overburden
CN204040035U (en) A kind of positioning guiding structure of steel pile casting
CN204662445U (en) A kind of accurate-location device of piling
CN104895121A (en) Transverse partition method for reducing ground surface settlement and building structure deformation of underground structure construction
CN209368864U (en) A kind of across footpath formula gantry crane rail foundation structure
CN104196036B (en) Based on foundation pit supporting construction and the supporting method of old outer wall of basement structure
CN207333947U (en) A kind of oil-gas pipeline protective device
CN206495384U (en) A kind of assembled hangs platform structure
CN103388311B (en) Jacking method performing deviation correction at deflecting end through steel supports during oblique crossing jacking
CN206784393U (en) T-piece and underground pipe gallery foundation pit support system
CN105544559B (en) The structure and method of pattern foundation pit supporting structure are carried out using prefabricated components
CN204199296U (en) Based on the foundation pit supporting construction of old outer wall of basement structure
CN108166395A (en) A kind of construction method that beam bridge is built across Business Line
CN203808078U (en) Locating structure for supporting drilled grouting pile
CN208996076U (en) A kind of reserved scuttle hatch digging is inverse to make structure
CN207904918U (en) A kind of drilled pile casing locating rack
CN107940102B (en) Underground raw water pipeline protection construction method
CN207878498U (en) A kind of tower-crane foundation structure of bridge deepwater foundation pit
CN207062955U (en) The foundation pit supporting construction that a kind of thick long stake is combined with thin stub
CN207048356U (en) Building foundation pit construction safety barrier
CN206555568U (en) A kind of device of the fixation oil pipeline with cushioning effect
CN205259049U (en) A assembly type decking for landing stage construction
CN204266111U (en) Deep foundation ditch steel trestle

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant