CN203334279U - Positioning device of pile heads of bored concrete pile combined foundations - Google Patents

Positioning device of pile heads of bored concrete pile combined foundations Download PDF

Info

Publication number
CN203334279U
CN203334279U CN2013203991558U CN201320399155U CN203334279U CN 203334279 U CN203334279 U CN 203334279U CN 2013203991558 U CN2013203991558 U CN 2013203991558U CN 201320399155 U CN201320399155 U CN 201320399155U CN 203334279 U CN203334279 U CN 203334279U
Authority
CN
China
Prior art keywords
pile
positioning device
bored concrete
foundations
rectangular frame
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 - Lifetime
Application number
CN2013203991558U
Other languages
Chinese (zh)
Inventor
张扩忠
赵廷琛
刘海宾
杨明月
刘文斌
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.)
DATONG TAIRUI GROUP CONSTRUCTION Co Ltd
Original Assignee
DATONG TAIRUI GROUP CONSTRUCTION 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 DATONG TAIRUI GROUP CONSTRUCTION Co Ltd filed Critical DATONG TAIRUI GROUP CONSTRUCTION Co Ltd
Priority to CN2013203991558U priority Critical patent/CN203334279U/en
Application granted granted Critical
Publication of CN203334279U publication Critical patent/CN203334279U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The utility model relates to a positioning device for construction, in particular to a positioning device of pile heads of bored concrete pile combined foundations, wherein the positioning device solves the problems that when pile heads of existing bored concrete pile combined foundations shift seriously, equipment will be difficult to install and project quality is affected. The positioning device of the pile heads of the bored concrete pile combined foundations comprises a rectangular frame, a plurality of parallel connection boards fixed to the rectangular frame are uniformly arranged in the rectangular frame, formwork sleeves are fixed to the joints of the rectangular frame and the connection boards, a plurality of thread sleeves are fixed to the outer wall of the rectangular frame, screw rods penetrate through the thread sleeves, a supporting board is arranged at the bottom of each screw rod, a plurality of jackscrews arranged in the radial direction penetrate through the formwork sleeves, and the inner ends of the jackscrews are connected with pile head formworks. The positioning device of the pile heads of the bored concrete pile combined foundations is reasonable and reliable in structural design, can not only guarantee accuracy and fastness of the positions of the pile heads but also have the advantage of controlling the scale heights of the pile heads of the bored concrete piles, and has the advantages of being convenient to manufacture, strong in universality and low in cost.

Description

Cast-in-place concrete pile combination foundation pile crown positioner
Technical field
The utility model relates to construction and uses positioner, is specially a kind of cast-in-place concrete pile combination foundation pile crown positioner.
Background technology
The cast-in-place concrete pile combination foundation, be comprised of several cast-in-place concrete piles, is generally equipment Foundations.The characteristics of this combination foundation are that the stake top is without cushion cap, equipment directly is placed in stake top mouthful, every pile is all the basic fulcrum of an independent equipment, must be accurately according to the physical dimension of each pile position in equipment installation requirement combination foundation, and the stake top mark is high must be consistent.
When practice of construction, it (is highly the 20-30cm left and right that the concrete of the pile crown part that ground is above needs just can build after formwork supporting plate, template is generally made of PVC), but this segment template is fixing more difficult, during concreting, under the effect of vibrator, the pile crown concrete has larger displacement, when displacement is serious, the equipment not only caused is installed difficulty, also can, due to pile deflection, make the perpendicularity deviation of basic pile body surpass the construction inspection rules permissible value, so that cause the mass defect of stake itself, thereby affect workmanship.
Summary of the invention
The utility model easily causes when serious equipment that difficulty is installed and affects the problem of workmanship in order to solve existing concrete castinplace pile combination foundation pile deflection, and a kind of cast-in-place concrete pile combination foundation pile crown positioner is provided.
The utility model is to adopt following technical scheme to realize: cast-in-place concrete pile combination foundation pile crown positioner, comprise rectangular shaped rim, in rectangular shaped rim uniform be provided with some be parallel to each other and with the fixing junction plate of rectangular shaped rim, the infall of rectangular shaped rim and junction plate is fixed with the template sleeve, the rectangular shaped rim outer wall is fixed with some screw shells, be installed with screw mandrel in screw shell, the bottom of screw mandrel is provided with supporting plate, is installed with some radially the setting and the inner jackscrew be connected with the pile crown template on the template sleeve.
During operation, by regulating jackscrew, the pile crown template is carried out fastening, guaranteed that the pile crown concrete is not subjected to displacement, another effect of jackscrew is to regulate piles with different footpath pile crown template; By regulating screw mandrel, the horizontal level of control rectangle frame, overcome when existing concrete castinplace pile combination foundation pile deflection is serious the problem that easily causes equipment installation difficulty and affect workmanship simultaneously.
The utility model reasonable in design is reliable, can not only guarantee the pile crown position accurately firmly, and there is the filling pile head of control absolute altitude, have advantages of that easily manufactured, highly versatile and cost are low.
The accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
The structural representation that Fig. 2 is template sleeve place in Fig. 1.
In figure: 1-rectangular shaped rim, 2-junction plate, 3-template sleeve, 4-screw shell, 5-screw mandrel, 6-supporting plate, 7-pile crown template, 8-jackscrew.
The specific embodiment
Cast-in-place concrete pile combination foundation pile crown positioner, comprise rectangular shaped rim 1, rectangular shaped rim 1 interior uniform be provided with some be parallel to each other and with the fixing junction plate 2 of rectangular shaped rim 1, rectangular shaped rim 1 is fixed with template sleeve 3 with the infall of junction plate 2, rectangular shaped rim 1 outer wall is fixed with some screw shells 4, be installed with screw mandrel 5 in screw shell 4, the bottom of screw mandrel 5 is provided with supporting plate 6, is installed with some radially the setting and the inner jackscrew 8 be connected with pile crown template 7 on template sleeve 3.
In specific implementation process, every limit of rectangular shaped rim 1 and junction plate 2 all adopt square type cold-bend hollow profiled bar to make, and the joint of holding frame 1 adopts the clamping plate docking to connect.

Claims (1)

1. a cast-in-place concrete pile combination foundation pile crown positioner, it is characterized in that: comprise rectangular shaped rim (1), in rectangular shaped rim (1) uniform be provided with some be parallel to each other and with the fixing junction plate (2) of rectangular shaped rim (1), rectangular shaped rim (1) is fixed with template sleeve (3) with the infall of junction plate (2), rectangular shaped rim (1) outer wall is fixed with some screw shells (4), be installed with screw mandrel (5) in screw shell (4), the bottom of screw mandrel (5) is provided with supporting plate (6), be installed with some radially the setting and the inner jackscrew (8) be connected with pile crown template (7) on template sleeve (3).
CN2013203991558U 2013-07-05 2013-07-05 Positioning device of pile heads of bored concrete pile combined foundations Expired - Lifetime CN203334279U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2013203991558U CN203334279U (en) 2013-07-05 2013-07-05 Positioning device of pile heads of bored concrete pile combined foundations

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2013203991558U CN203334279U (en) 2013-07-05 2013-07-05 Positioning device of pile heads of bored concrete pile combined foundations

Publications (1)

Publication Number Publication Date
CN203334279U true CN203334279U (en) 2013-12-11

Family

ID=49702960

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2013203991558U Expired - Lifetime CN203334279U (en) 2013-07-05 2013-07-05 Positioning device of pile heads of bored concrete pile combined foundations

Country Status (1)

Country Link
CN (1) CN203334279U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105386445A (en) * 2015-12-15 2016-03-09 国家电网公司 Auxiliary supporting vertical frame for circular die plate of combined single-pile cast-in-place pile
CN106289192A (en) * 2016-08-01 2017-01-04 四川电力建设三公司 Photovoltaic power plant bracket bored concrete pile localization method
CN106836198A (en) * 2016-11-07 2017-06-13 山东电力建设第三工程公司 Positioner combined steel formwork bored concrete pile and construction method
CN108755670A (en) * 2018-07-19 2018-11-06 中国建筑第八工程局有限公司 The control of pile crown absolute altitude and protective device and pile crown construction method
CN110847166A (en) * 2019-11-02 2020-02-28 苏州市水利设计研究院有限公司 Ecological combined pile and construction method

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105386445A (en) * 2015-12-15 2016-03-09 国家电网公司 Auxiliary supporting vertical frame for circular die plate of combined single-pile cast-in-place pile
CN105386445B (en) * 2015-12-15 2017-07-25 国家电网公司 Combined type single pile bored concrete pile circle template aids in formwork stand
CN106289192A (en) * 2016-08-01 2017-01-04 四川电力建设三公司 Photovoltaic power plant bracket bored concrete pile localization method
CN106836198A (en) * 2016-11-07 2017-06-13 山东电力建设第三工程公司 Positioner combined steel formwork bored concrete pile and construction method
CN106836198B (en) * 2016-11-07 2019-01-08 山东电力建设第三工程有限公司 Positioning device combined steel formwork bored concrete pile and construction method
CN108755670A (en) * 2018-07-19 2018-11-06 中国建筑第八工程局有限公司 The control of pile crown absolute altitude and protective device and pile crown construction method
CN108755670B (en) * 2018-07-19 2024-01-23 中国建筑第八工程局有限公司 Pile head elevation control and protection device and pile head construction method
CN110847166A (en) * 2019-11-02 2020-02-28 苏州市水利设计研究院有限公司 Ecological combined pile and construction method

Similar Documents

Publication Publication Date Title
CN203334279U (en) Positioning device of pile heads of bored concrete pile combined foundations
CN204040056U (en) A kind of location and installation support of pre-embedded anchoring bolts
CN104897143B (en) A kind of cylinder forced centering observation pier and its method for embedding
EP2766528A1 (en) Template
CN107700453A (en) The installation method of jacket and jacket
CN203866831U (en) Telescopic splicing guide frame for large-diameter steel protecting cylinder
CN104234074A (en) Positioning device for pre-embedded anchoring bolt
CN202866304U (en) Reverse-building-method steel pipe column bottom locating device
CN204343319U (en) Cableway pipe patten pre-embedded anchoring bolts jig
CN204715391U (en) Mountain region photovoltaic bracket foundation location fastening devices
CN104196248B (en) Steel pipe column vertical locating device and construction method thereof is inserted after contrary sequence method
CN106836198B (en) Positioning device combined steel formwork bored concrete pile and construction method
CN205348588U (en) Rebar positioning module
CN105040719A (en) Construction positioning device for photovoltaic pile foundation and construction method for photovoltaic pile foundation
CN204703201U (en) A kind of pit retaining monitoring forced centering observation stand
CN203834507U (en) Large tower locating device
CN109201971A (en) For making the positioning device and its construction method of pile foundation steel bar cage
CN217151317U (en) Precise positioning and adjusting device for foundation bolt
CN113202085B (en) Precast pile construction method for soft soil area
CN106403996A (en) Production method of forced centering observation mark stake for precision engineering measurement
CN211037830U (en) A template positioning system for casting smash concrete
CN201605595U (en) Equipment anchor bolt installation device
CN214460610U (en) Formwork for inspection well reinforced concrete construction
CN108708369B (en) Positioning construction method and device for construction net measurement control pile
CN204040499U (en) Steel pipe column vertical locating device is inserted after contrary sequence method

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20131211