CN2342021Y - Steel pillar lifting and placing device for foundation piles - Google Patents

Steel pillar lifting and placing device for foundation piles Download PDF

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Publication number
CN2342021Y
CN2342021Y CN 98207845 CN98207845U CN2342021Y CN 2342021 Y CN2342021 Y CN 2342021Y CN 98207845 CN98207845 CN 98207845 CN 98207845 U CN98207845 U CN 98207845U CN 2342021 Y CN2342021 Y CN 2342021Y
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CN
China
Prior art keywords
steel
feigned
pillar
column
angle
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Expired - Fee Related
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CN 98207845
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Chinese (zh)
Inventor
林誊
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Individual
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Individual
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Priority to CN 98207845 priority Critical patent/CN2342021Y/en
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Publication of CN2342021Y publication Critical patent/CN2342021Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to installation equipment for steel supporting pillars of civil engineering, which solves installation quality problem. The installation equipment comprises a correcting frame, a feigned pillar, a horizontal connector, a steel supporting pillar, a steel pillar adjustor, and an angle detector. The utility model is characterized in that the feigned pillar is fixed in the correcting frame, and the vertical line of the feigned pillar is arranged at the central position of the correcting frame. The horizontal connector is connected between the feigned pillar and the steel supporting pillar, the horizontal connector is divided into two sections of an upper joint seat and a lower joint seat, and the upper joint seat and the lower joint seat are connected through a cross connecting head. The lower section wall surface of the steel supporting pillar is at least provided with two groove seats which are arranged on two orthogonal wall surfaces, and four wall surfaces below the groove seats is respectively provided with a bracket. The utility model is used for the civil engineering.

Description

The steel strut lowering equipment of foundation pile
The utility model relates to steel strut erection equipment in the civil engineering.
The steel strut of existing general foundation pile hangs method and structure thereof, its maximum technical problem is how to record and adjust the verticality that reaches underground tens meters steel strut deeply, and solve this technical barrier, do not see effectively a kind of so far as yet and simply be convenient to the erecting device of constructing.
The purpose of this utility model provides a kind of simple and guarantee the steel strut lowering equipment of the foundation pile of verticality.
The purpose of this utility model is achieved in that the steel strut lowering equipment of foundation pile, it comprises correction framework, feigned column, horizontal adapter, steel strut, steel column adjuster and angle detector, it is characterized in that: feigned column is fixed in the correction framework, and the vertical line of feigned column is in its center; Horizontal adapter is linked between feigned column and the steel strut, two ones of last joint chair of horizontal adapter branch and following joint chairs, and connect with a cruciform joint between the upper and lower joint chair; Steel strut hypomere wall is provided with at least two groove seats and is located on two orthogonal walls, and four walls of groove seat below respectively are respectively equipped with a carriage; The steel column adjuster is the jack structure, there is a hook that is inserted on the carriage its bottom side, side has one to be supported on a top board of hole hole wall in addition, angle adjuster comprises angle indicator and angle detector, two angle detectors are installed in respectively on the groove seat of steel strut, and have RCA to be connected to can to observe and be located on the angle indicator on ground for operating personnel.
Said apparatus carries out according to the step that hangs of implementation and operation again, has obtained simple and the guaranteed good result of pilum installation quality.
Be described further again below by drawings and Examples.
Fig. 1 steel strut lowering equipment of the present utility model schematic diagram;
Fig. 2 horizontal adapter schematic perspective view of the present utility model;
Fig. 3 steel column adjuster of the present utility model embodiment one schematic diagram;
Fig. 4 steel column adjuster of the present utility model embodiment two schematic diagrames;
Fig. 5 construction process degree of the present utility model.
Shown in Fig. 1-4: the utility model comprises correction framework 1, feigned column 2, horizontal adapter 3, steel strut 4, steel column adjuster 5 and angle detector 6, it is characterized in that: feigned column 2 is fixed in the correction framework 1, and the vertical line of feigned column 2 is in its center; Horizontal adapter 3 is linked between feigned column 2 and the steel strut 4, and joint chair was 32 2 ones under 3 fens last joint chairs 31 of horizontal adapter reached, and connected with a cruciform joint 33 between the upper and lower joint chair 31,32; Steel strut 4 hypomere walls are provided with at least two groove seats 41 and are located on two orthogonal walls, and four walls of groove seat 41 belows respectively are respectively equipped with a carriage 42; Steel column adjuster 5 is the jack structure, there is a hook 51 that is inserted on the carriage 42 its bottom side, in addition side has a top board 52 that is supported on a hole 7 hole walls, angle adjuster 6 comprises angle indicator 61 and angle detector 62, two angle detectors 62 are installed in respectively on the groove seat 41 of steel strut 4, and have RCA 63 to be connected to can to observe and be located on the angle indicator 61 on ground for operating personnel.Wherein, cruciform joint 33 is made up of a major axis 331, a steel ball 332 and two minor axises 333, can freely adjust it and be connected angle; Steel column adjuster 5 jack structure can be oil pressure or vapour-pressure type, as Fig. 3,4.
As shown in Figure 5: hang in steel strut 4 hang the good correction framework 1 of reinforcing cage 89 and frame in stake hole 7 after, hang in steel column adjuster 5, angle detector 62 simultaneously, steel column adjuster 5 and angle detector 62 all have stay cord, fetch in the time of can finishing; Then, fixing feigned column 2 in the correction framework 1 fuses feigned column 2 and steel strut 4 with horizontal adapter 3, and is proofreaied and correct; Cruciform joint 33 can freely be adjusted the deadweight of its angle and mat steel strut 4, can reach verticality accurately; Utilize angle detector 62 to be reacted to the demonstration of ground angle indicator 61 again and control the start of oil hydraulic cylinder steel column adjuster 5, thereby finish the correct installation of steel strut 4 in stake hole 7, it is intact to reach installation quality.

Claims (1)

1, the steel strut lowering equipment of foundation pile, it comprises correction framework, feigned column, horizontal adapter, steel strut, steel column adjuster and angle detector, it is characterized in that: feigned column is fixed in the correction framework, and the vertical line of feigned column is in its center; Horizontal adapter is linked between feigned column and the steel strut, two ones of last joint chair of horizontal adapter branch and following joint chairs, and connect with a cruciform joint between the upper and lower joint chair; Steel strut hypomere wall is provided with at least two groove seats and is located on two orthogonal walls, and four walls of groove seat below respectively are respectively equipped with a carriage; The steel column adjuster is the jack structure, there is a hook that is inserted on the carriage its bottom side, side has one to be supported on a top board of hole hole wall in addition, angle adjuster comprises angle indicator and angle detector, two angle detectors are installed in respectively on the groove seat of steel strut, and have RCA to be connected to can to observe and be located on the angle indicator on ground for operating personnel.
CN 98207845 1998-08-24 1998-08-24 Steel pillar lifting and placing device for foundation piles Expired - Fee Related CN2342021Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 98207845 CN2342021Y (en) 1998-08-24 1998-08-24 Steel pillar lifting and placing device for foundation piles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 98207845 CN2342021Y (en) 1998-08-24 1998-08-24 Steel pillar lifting and placing device for foundation piles

Publications (1)

Publication Number Publication Date
CN2342021Y true CN2342021Y (en) 1999-10-06

Family

ID=33963688

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 98207845 Expired - Fee Related CN2342021Y (en) 1998-08-24 1998-08-24 Steel pillar lifting and placing device for foundation piles

Country Status (1)

Country Link
CN (1) CN2342021Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113235654A (en) * 2021-05-15 2021-08-10 中铁十一局集团第一工程有限公司 Permanent steel pipe column positioning device for cover-excavation top-down construction method and construction method
CN114541783A (en) * 2022-03-09 2022-05-27 中建三局基础设施建设投资有限公司 Accurate positioning device suitable for permanent-temporary combined steel pipe column and construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113235654A (en) * 2021-05-15 2021-08-10 中铁十一局集团第一工程有限公司 Permanent steel pipe column positioning device for cover-excavation top-down construction method and construction method
CN114541783A (en) * 2022-03-09 2022-05-27 中建三局基础设施建设投资有限公司 Accurate positioning device suitable for permanent-temporary combined steel pipe column and construction method

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C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee