CN205152953U - Deep concrete gauge stick - Google Patents

Deep concrete gauge stick Download PDF

Info

Publication number
CN205152953U
CN205152953U CN201520919779.7U CN201520919779U CN205152953U CN 205152953 U CN205152953 U CN 205152953U CN 201520919779 U CN201520919779 U CN 201520919779U CN 205152953 U CN205152953 U CN 205152953U
Authority
CN
China
Prior art keywords
cage
feeler
bracelet
gauge stick
concrete
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
CN201520919779.7U
Other languages
Chinese (zh)
Inventor
于海
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.)
China Railway Sixth Group Co Ltd
Tianjin Railway Construction Co Ltd of China Railway Sixth Group Co Ltd
Original Assignee
China Railway Sixth Group Co Ltd
Tianjin Railway Construction Co Ltd of China Railway Sixth 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 China Railway Sixth Group Co Ltd, Tianjin Railway Construction Co Ltd of China Railway Sixth Group Co Ltd filed Critical China Railway Sixth Group Co Ltd
Priority to CN201520919779.7U priority Critical patent/CN205152953U/en
Application granted granted Critical
Publication of CN205152953U publication Critical patent/CN205152953U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • A Measuring Device Byusing Mechanical Method (AREA)

Abstract

The utility model provides a deep concrete gauge stick, includes two gauge stick (1), surveys cage (2) and bracelet (3), wherein the one end of two gauge stick (1) is together articulated, and detection cage (2) and bracelet (3) are connected respectively to the other end. Can tell mud face and concrete face rapidly at the test in -process, therefore easy operation to can accelerate construction speed.

Description

Underlying concrete feeler
Technical field
The utility model belongs to construction implement technical field, particularly relates to a kind of underlying concrete feeler.
Background technology
For a long time, the uplift pile in prefabricated frame bridge formation jacking region is all construct after Framed underpass bridge is in place, reason have following some: if one be in advance construction by high for uncontrollable good stake top mark, thus unnecessary pile crown need be cut when causing excavation of foundation pit, if two is construct in advance, need to abolish slide plate concrete after Framed underpass bridge, and find out stake position and carry out pile extension in advance.Although this construction method is feasible, need carry out in duration abundant situation.Further, this kind of construction method still needs to cut part pile crown and gos deep into U-type groove in order to reinforcing bar top after concreting, not only increase the duration, and cost is very high.And when duration anxiety, need to carry out uplift pile construction before excavation of foundation pit, due to stake apex distance, overhead 4m is many, so be difficult to the absolute altitude controlling tensile pile hole, is therefore badly in need of a kind of corresponding device of invention.
Summary of the invention
In order to solve the problem, the purpose of this utility model is to provide a kind of underlying concrete feeler.
In order to achieve the above object, the underlying concrete feeler that the utility model provides comprises two feelers, detection cage and bracelet; Wherein one end of two feelers is hinged, and the other end connects detection cage and bracelet respectively.
Described detection cage is melon wooden dipper hollow type reinforcing bar cage.
The length of two described feelers is 3m.
The advantage of the underlying concrete feeler that the utility model provides is: one, collapsible easy to use, is therefore easy to carry; Two, investigation depth is long, effectively can detect the top of concrete of below ground surface 4-6m distance; Three, reasonable in design, it detects cage is melon wooden dipper hollow type structure, can tell rapidly mud face and concrete surface in test process, therefore simple to operate, and can accelerate speed of application.
Accompanying drawing explanation
The underlying concrete feeler structural representation that Fig. 1 provides for the utility model.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the underlying concrete feeler that the utility model provides is described in detail.
As shown in Figure 1, the underlying concrete feeler that the utility model provides comprises two feelers 1, detection cage 2 and bracelet 3; Wherein one end of two feelers 1 is hinged, and the other end connects detection cage 2 and bracelet 3 respectively.
Described detection cage 2 is melon wooden dipper hollow type reinforcing bar cage.
The length of two described feelers 1 is 3m.
The using method of the underlying concrete feeler now provided by the utility model is described below: when needing the degree of depth detecting tensile pile hole, first by testing staff with detect cage 2 under mode coupled feeler 1 is put into tensile pile hole, if fallen short of, can continue to put into another root feeler 1, and grasp bracelet 3.In test process, when detecting cage 2 and visiting to slurry face, slightly can feel buoyancy, when visiting to concrete surface, obviously can feel and cannot transfer, the situation at the end that can judge rapidly thus to portal.

Claims (3)

1. a underlying concrete feeler, is characterized in that: described underlying concrete feeler comprises two feelers (1), detection cage (2) and bracelet (3); Wherein one end of two feelers (1) is hinged, and the other end connects detection cage (2) and bracelet (3) respectively.
2. underlying concrete feeler according to claim 1, is characterized in that: described detection cage (2) is melon wooden dipper hollow type reinforcing bar cage.
3. underlying concrete feeler according to claim 1, is characterized in that: the length of two described feelers (1) is 3m.
CN201520919779.7U 2015-11-18 2015-11-18 Deep concrete gauge stick Expired - Fee Related CN205152953U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520919779.7U CN205152953U (en) 2015-11-18 2015-11-18 Deep concrete gauge stick

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520919779.7U CN205152953U (en) 2015-11-18 2015-11-18 Deep concrete gauge stick

Publications (1)

Publication Number Publication Date
CN205152953U true CN205152953U (en) 2016-04-13

Family

ID=55688665

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520919779.7U Expired - Fee Related CN205152953U (en) 2015-11-18 2015-11-18 Deep concrete gauge stick

Country Status (1)

Country Link
CN (1) CN205152953U (en)

Similar Documents

Publication Publication Date Title
CN202974148U (en) Tool for detecting burial depth of chuck of chassis of power transmission pole
CN102953364A (en) Multilayer blade-typed multipoint displacement metre anchor head used for soft soil layer
CN202899174U (en) Tubular pile fiber grating sensor testing system
CN102953365A (en) Multilayer blade-typed multipoint displacement metre anchor head used for soft soil layer
CN203256733U (en) Device for detecting pile top concrete elevation of cast-in-place pile
CN207180683U (en) A kind of building construction formwork verticality measuring tool
CN105953698A (en) Floor thickness measuring tool and measuring method
CN205152953U (en) Deep concrete gauge stick
CN205530394U (en) Testing arrangement of stake side burden frictional resistance
CN204924504U (en) Division testing arrangement is separated to deep crustal stress part
CN204356820U (en) For the free-falling hammer hammering device of Large strain method pile measurement
CN103850248A (en) Construction process and device of end-bearing pile hole
CN203310412U (en) GNSS (global navigation satellite system) observation pillar for reducing multipath effect
CN203403414U (en) Rapid ground anchor pile laying device for line operation
CN205879071U (en) Simple and easy measuring device of floor thickness
CN205276273U (en) Civil engineering construction uses hollow pile body
CN204139162U (en) Concrete tubular pile pile splicing structure
CN109029796B (en) Protector of hydraulic fracturing ground stress testing device
CN209854723U (en) Leveling tripod device for rock-socketed pile planting of anchor rod
CN202865849U (en) Counter-guiding control device for one-column-one-pile perpendicularity in frame reverse building method
CN214372500U (en) Recoverable water and soil conservation survey pin
CN209040141U (en) A kind of cross fender pile tooling ensuring hole stake position for pile foundation construction
CN112813967A (en) Intelligent control method for pile length operation in construction of cement-soil mixing pile
CN202945597U (en) Pile hole construction tool
CN110387865A (en) A kind of embedded auxiliary device of open type pore pressure gauge

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

Granted publication date: 20160413

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