CN202543960U - Tower footing positioning and fastening piece - Google Patents

Tower footing positioning and fastening piece Download PDF

Info

Publication number
CN202543960U
CN202543960U CN 201220129653 CN201220129653U CN202543960U CN 202543960 U CN202543960 U CN 202543960U CN 201220129653 CN201220129653 CN 201220129653 CN 201220129653 U CN201220129653 U CN 201220129653U CN 202543960 U CN202543960 U CN 202543960U
Authority
CN
China
Prior art keywords
truss
utility
locating piece
column foot
screw
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
CN 201220129653
Other languages
Chinese (zh)
Inventor
夏斌
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.)
China National Chemical Engineering Third Construction Co Ltd
Original Assignee
China National Chemical Engineering Third 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 China National Chemical Engineering Third Construction Co Ltd filed Critical China National Chemical Engineering Third Construction Co Ltd
Priority to CN 201220129653 priority Critical patent/CN202543960U/en
Application granted granted Critical
Publication of CN202543960U publication Critical patent/CN202543960U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model relates to a constructional engineering auxiliary piece and aims to provide a splicing type positioning and fastening piece with a simple structure. A tower footing positioning and fastening piece disclosed by the utility model comprises a plurality of positioning blocks and a plurality of trusses; the trusses are connected end to end and two by two through the positioning blocks to form a closed annular structure; and the upper surface of each positioning block is provided with a plurality of screw holes which correspond to tower footing foundation bolts in position, quantity and size. The tower footing positioning and fastening piece disclosed by the utility model can position a tower frame foundation in a soil filling process.

Description

Column foot location girth member
Technical field
The utility model relates to a kind of construction work auxiliary tool, particularly relates to a kind of location girth member.
Background technology
At present, when adopting prefabrication and lifting mode erection tower basis, guarantee that many stone bolt positions are accurate; Thereby guarantee that pylon can install smoothly; Mode at present commonly used is to use hydraulic jack that column foot is adjusted, and the spacing of many stone bolt, diagonal distance are met the demands, and adjust comparatively loaded down with trivial details and position adjustment completion begins to carry out backfilling of earthwork; Backfill is all used machinery back-filling in layers compacting along the border; The backfilling of earthwork process makes anchor bolt pitch deviation occur easily with the disturbance of column foot position, thereby influences the installation of iron tower.
The utility model content
But the utility model provides a kind of fixed tower base location simple in structure, pin-connected panel tower foundation location reinforcing instrument.
The utility model column foot location girth member; Comprise some locating pieces and some truss; Said truss is through the end to end successively in twos formation closed hoop structure of locating piece, and said locating piece upper surface is provided with screw some and column foot stone bolt opposite position, quantity and size.
Compared with prior art, the utility model is connected to form circulus through truss after can fixing with the stone bolt in the tower foundation through the screw on the locating piece more from beginning to end, makes column foot fixed-site in the backfilling of earthwork process, makes things convenient for the installation of pylon.
The utility model column foot location girth member, wherein said locating piece is provided with two bump contacted chips, and said brace is separately positioned on two adjacent side of locating piece, offers one on each said brace and connects screw.Adopt this kind structure to be because said structure can well be connected truss with locating piece, truss is connected into circulus from beginning to end through locating piece.
The utility model column foot location girth member is offered many rows successively and is connected the truss screw that screw is complementary with said on the wherein said truss.Adopt this kind structure when connecting truss, to select different truss screws according to the distance between the locating piece.
Description of drawings
Fig. 1 is the utility model column foot location girth member locating piece vertical view;
Fig. 2 is the utility model column foot location girth member locating piece left view;
Fig. 3 is the utility model column foot location girth member truss elevation.
The specific embodiment
The utility model column foot location girth member comprises some like Fig. 1, Fig. 2 and locating piece 1 and truss 4 shown in Figure 3; Locating piece 1 is provided with two bump contacted chips 3; Brace 3 is separately positioned on 1 two adjacent side of locating piece; Offer one on each brace 3 and connect screw 31; Offer many rows on the truss 4 successively and be connected the truss screw 5 that screw 31 is complementary, truss 4 cooperates with truss screw 5 through the connection screw 31 on the brace 3 makes the end to end successively in twos formation closed hoop structure of truss 4, locating piece 1 upper surface be provided with screw 2 some and column foot stone bolt opposite position, quantity and size.
The utility model is selected the quantity of locating piece 1 earlier in use according to the number of column foot, general iron tower has four column foots; Pre-buried four stone bolt on each column foot after four column foots place, adopt four locating pieces 1 and four truss 4; Offer four screws 2 on each locating piece 1; The screw 2 and the stone bolt of column foot are fixed with nut, and four locating pieces 1 are fixed through screw bolt and nut through the truss screw on the connection screw on the brace 3 31 and the truss 45 respectively, will on truss 4, select suitable truss screw 5 to mate with connecting screw 31 according to the distance between the column foot certainly; With the rectangle integral body in four truss, 4 besieged cities; After backfilling of earthwork is accomplished, remove the utility model, accomplish iron tower and install.
Above-described embodiment describes the preferred implementation of the utility model; Be not that scope to the utility model limits; Under the prerequisite that does not break away from the utility model design spirit; Various distortion and improvement that those of ordinary skills make the technical scheme of the utility model all should fall in the definite protection domain of the utility model claims.

Claims (3)

1. a column foot is located girth member; It is characterized in that: comprise some locating pieces (1) and some truss (4); Said truss (4) is through the end to end successively in twos formation closed hoop structure of locating piece (1), and said locating piece (1) upper surface is provided with screw (2) some and column foot stone bolt opposite position, quantity and size.
2. column foot according to claim 1 location girth member; It is characterized in that: said locating piece (1) is provided with two bump contacted chips (3); Said brace (3) is separately positioned on (1) two adjacent side of locating piece, offers some connection screws (31) on each said brace (3).
3. column foot according to claim 2 location girth member is characterized in that: offer many rows on the said truss (4) successively and be connected the truss screw (5) that screw (31) is complementary with said.
CN 201220129653 2012-03-30 2012-03-30 Tower footing positioning and fastening piece Expired - Lifetime CN202543960U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220129653 CN202543960U (en) 2012-03-30 2012-03-30 Tower footing positioning and fastening piece

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220129653 CN202543960U (en) 2012-03-30 2012-03-30 Tower footing positioning and fastening piece

Publications (1)

Publication Number Publication Date
CN202543960U true CN202543960U (en) 2012-11-21

Family

ID=47164614

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220129653 Expired - Lifetime CN202543960U (en) 2012-03-30 2012-03-30 Tower footing positioning and fastening piece

Country Status (1)

Country Link
CN (1) CN202543960U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103088840A (en) * 2013-02-05 2013-05-08 成都市工业设备安装公司 Axis type foundation bolt high-precision fast locator and locating method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103088840A (en) * 2013-02-05 2013-05-08 成都市工业设备安装公司 Axis type foundation bolt high-precision fast locator and locating method thereof
CN103088840B (en) * 2013-02-05 2015-06-10 成都市工业设备安装公司 Axis type foundation bolt high-precision fast locator and locating method thereof

Similar Documents

Publication Publication Date Title
CN204059395U (en) The pre-buried location structure of stone bolt
CN203247603U (en) High-position foundation bolt positioning device
CN101024965A (en) Underground preburied column high-precision smart verticality-regulating system and mounting construction method
CN201447879U (en) Steel column base calibrating and fine adjusting device
CN205806684U (en) A kind of across base pit engineering conduit wiring suspension structure
CN103835527B (en) A kind of dismountable supporting device
CN202117074U (en) Foundation bed steel structure for positioning and mounting base of tower crane
CN202181511U (en) Device for adjusting and dismantling pier coping beam template
CN202543960U (en) Tower footing positioning and fastening piece
CN201412170Y (en) Mechanical support system used for controlling great deformation of steel frame in tunnel construction
CN103031892A (en) Steel truss brace and manufacturing method for steel truss platform
CN205419600U (en) A base steel construction for constructing tower crane base accurate positioning installation
CN202450548U (en) Adjustable support for fundament of construction elevator on basement top plate
CN202595758U (en) Batter post foundation structure for overhead transmission line
CN207582806U (en) A kind of fire-proof shock-proof cylinder system constructing structure
CN202416339U (en) Fixed base for tower crane
CN204920244U (en) Supporting structure of large -span steel construction segmentation hoist and mount
CN203905046U (en) Novel multifunctional pump foundation
CN201526048U (en) Anchor-type metal foundation
CN104005392B (en) Jack-up unit truss leg semi-circular plate more exchange device and replacing options thereof
CN102535693B (en) Curtain wall column mounting method and mounting device
CN202108299U (en) Segmented assembled water tank tower with adjustable height
CN203113368U (en) Communication tower valve base
CN202532110U (en) Elevated platform foundation bolt fixing device
CN206267536U (en) A kind of steel column material distributing machine

Legal Events

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

Granted publication date: 20121121

CX01 Expiry of patent term