CN205805018U - A kind of column underpinning device - Google Patents

A kind of column underpinning device Download PDF

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Publication number
CN205805018U
CN205805018U CN201620711992.3U CN201620711992U CN205805018U CN 205805018 U CN205805018 U CN 205805018U CN 201620711992 U CN201620711992 U CN 201620711992U CN 205805018 U CN205805018 U CN 205805018U
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CN
China
Prior art keywords
support bar
column
jack
connecting plate
underpinning device
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Active
Application number
CN201620711992.3U
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Chinese (zh)
Inventor
石敦敦
夏育火
高明
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Hangzhou Dun Jian Construction Special Engineering Co Ltd
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Hangzhou Dun Jian Construction Special Engineering Co Ltd
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Priority to CN201620711992.3U priority Critical patent/CN205805018U/en
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Abstract

The utility model discloses a kind of column underpinning device, this column underpinning device includes base and the jack being arranged on base, it is characterized in that: also include embracing beam and multiple support bar, described armful of beam in the form of a ring and in be provided with the through hole that can be used for sheathed column, described armful of beam is arranged on jack, and described support bar is uniformly arranged on Bao Liang upper end and for support beam.Solve and loaded down with trivial details, difficult and laborious problem is installed, have and simple, Stability Analysis of Structures is installed and improves the building safety impact of performance.

Description

A kind of column underpinning device
Technical field
What this utility model related to reinforced concrete upright column underpins field, particularly to a kind of column underpinning device.
Background technology
Reinforced concrete structure is one of widest version of domestic and international application, due to design, constructional deficiency, natural The damage of the various physics in boundary, chemistry and biological agent causes column strength on the low side or needs promote reasons such as using requirement and make to build Build and there is potential safety hazard, therefore substantial amounts of engineering structure needs to carry out strengthening reconstruction.Structure underpinning technique is by changing load biography Pass the mode in path to realize structural safety and underpin, this technology building jacking building rectification, building large-space rebuilding engineering, The fields such as building integral shift engineering are widely used.Modal engineering underpins and includes that column bracket changes and underpin with body of wall.
Existing patent, as notification number is CN203795884U, applies for that the Chinese patent that the day for announcing is on January 17th, 2014 is public Open a kind of safe and reliable joist post construction system, including some joist post supporting constructions, computer, static strain testing Instrument and some foil gauges;Joist post supporting construction includes support, base, jack and dial gauge;Base is arranged on the ground, Jack is arranged on base, and jack is provided with the support for support beam;Base is provided with for measuring support jacking amount Dial gauge;The outer wall supported is provided with some foil gauges, and each foil gauge connects static strain by corresponding holding wire and surveys Examination instrument, static strain testing instrument connects computer.To solve in joist post is constructed, it is ensured that post load is come by supporting construction completely Undertake, the deformation of Accurate Control Beam.
Above-mentioned patent realizes the unloading of post load by arranging several joist post supporting constructions in the surrounding of column, but It is owing to being directly to arrange support on jack support beam is supported in the joist post supporting construction of said structure , and support elongated setting, the limited length of jack elongation in addition, therefore bearing length is relatively big, and when installing, support needs To be placed on jack with vertical state to carry out again installing and fix, and support owing to the requirement of intensity must need to use firmly Matter metal material is made, and this makes the installation of joist post supporting construction the most loaded down with trivial details, laborious, and difficulty is higher.
Utility model content
The purpose of this utility model is to provide a kind of column underpinning device, which solves installation loaded down with trivial details, difficult and laborious Problem.
Above-mentioned technical purpose of the present utility model has the technical scheme that
A kind of column underpinning device, including base and the jack being arranged on base, also includes embracing beam and a multiple support Bar, described armful of beam in the form of a ring and in be provided with the through hole that can be used for sheathed column, described armful of beam is arranged on jack, described support Bar is uniformly arranged on Bao Liang upper end and for support beam.
More preferably: described armful of beam is formed by connecting around column by multiple girder steels, by connecting corner brace between described girder steel Connect.
Use said structure, the assembling of easy to connect armful of beam by the way of corner brace.
More preferably: described girder steel is I-steel or C-type steel, bolt is passed through in the type groove of described corner brace embedding girder steel Fixing.
Using said structure, the intensity of I-steel or C-type steel is high, and material is saved, and coordinates in the way of chimeric with corner brace Mounted configuration is more firm.
More preferably: described support bar is set to four, the two ends of support bar are provided with connecting plate, and support bar is solid In the middle part of connecting plate, the connecting plate of support bar both sides is provided with installing hole.
More preferably: described support bar is vertical with connecting plate.
More preferably: described support bar and connecting plate setting at an acute angle.
More preferably: the angle between described support bar and connecting plate is 45 ~ 90 °.
More preferably: the quantity of described jack is identical with the quantity of support bar, and jack and embrace beam connection The junction point of point and support bar and armful beam is positioned at and is same as on vertical curve.
In sum, by embracing the transition of beam, after completing the installation of base and jack, by steel girder erection to jack On connect back wall posture in standing (qigong) post by corner brace and formed and embrace a beam, then support bar is installed to Bao Liangshang, starts jack and rise and embrace a beam After the support bar other end is abutted with beam, support bar is connected with beam and can complete to install, thus realize the torr of column concrete Change, reach the effect reinforced, improve the safety in utilization of building;Therefore very convenient when installing, there is no the king-sized article of weight Need to install, and arranged by the angle between supporting part and connecting plate, it is possible to reduce the connection between support bar and beam, further side Just install.
Accompanying drawing explanation
Fig. 1 is the structural representation of embodiment one;
Fig. 2 is the structural representation embracing beam in embodiment one;
Fig. 3 is the structural representation of embodiment two.
In figure, 1, base;2, jack;3, Bao Liang;31, girder steel;32, corner brace;33, through hole;4, support bar;41, connect Plate.
Detailed description of the invention
Below in conjunction with accompanying drawing, this utility model is described in further detail.
This specific embodiment is only that it is not to restriction of the present utility model, ability to explanation of the present utility model The present embodiment can be made after reading this specification by field technique personnel as required does not has the amendment of creative contribution, but As long as all being protected by Patent Law in right of the present utility model.
Embodiment 1: a kind of column underpinning device, as it is shown in figure 1, include base 1, jack 2, embrace beam 3 and support bar 4.
Base 1 is placed on the ground around column one circle and fixing with being connected by multiple bolts between ground, and jack 2 is arranged Base 1 is fixed with being connected by multiple bolts between base 1, and by the padded jack of base 12, overcomes on jack 2 The defect that rise is short.
With reference to Fig. 2, an armful beam 3 includes four shapes, structure and size and is the same from girder steel 31, and girder steel 31 is I-steel Or C-type steel, the present embodiment is C-type steel.Four girder steels 31 are connected two-by-two by the connection corner brace 32 of four squares and just surround Square, it is formed with through hole 33 in embracing beam 3, through hole 33 is available for embracing a beam 3 after column passes thus ensures to install can surround column, The bottom embracing beam 3 is connected fixing by bolt with the top of jack 2.
Multiple connecting hole it is provided with in corner brace 32 and girder steel 31, and the type channel opening court of girder steel 31 C-type steel when mounted Outward (direction of column dorsad), during installation, the two-arm of corner brace 32 is respectively embedded in the type groove of two girder steels 31, and is worn by bolt Corner brace 32 is fixed on girder steel 31 by the connecting hole crossed on corner brace 32 and girder steel 31, and the connection simultaneously realizing two girder steels 31 is fixed.
With reference to Fig. 1, the two ends of support bar 4 are provided with the connecting plate 41 vertical with support bar 4 length direction, support bar 4 By being fixedly welded on the middle part of connecting plate 41, the position being positioned at support bar 4 both sides at connecting plate 41 is provided with installing hole for spiral shell Bolt is through being attached fixing.One end of support bar 4 is fastened on the top embracing beam 3 by connecting plate 41, on the other end Connecting plate 41 beam abuts and passes through connecting plate 41 and is connected with beam fixing.
With reference to Fig. 1, the quantity of base 1, jack 2 and support bar 4 is identical, is disposed as four, the end in the present embodiment Seat 1, jack 2 and support bar 4 are all uniformly arranged around column.Wherein, jack 2 and embrace the junction point of beam 3 and support bar 4 and The junction point embracing beam 3 is positioned at and is same as on vertical curve, avoids producing moment of torsion on beam 3 and being easily caused and embrace a beam 3 and bend embracing with this.
Embodiment 2: as it is shown on figure 3, be with the difference of embodiment 1, at an acute angle between support bar 4 and two connecting plates 41 Arranging, the angle of this acute angle is preferably 45 ~ 90 °, is 60 ° in the present embodiment.Being arranged by acute angle makes support bar 4 strut abutting On beam, stability of strutting system is higher, reaches the most excellent support effect.

Claims (8)

1. a column underpinning device, including base (1) and the jack (2) that is arranged on base (1), is characterized in that: also wrap Include and embrace beam (3) and a multiple support bar (4), described armful of beam (3) in the form of a ring and in be provided with the through hole (33) that can be used for sheathed column, institute Stating an armful beam (3) to be arranged on jack (2), described support bar (4) is uniformly arranged on embraces beam (3) upper end and for support beam.
A kind of column underpinning device the most according to claim 1, is characterized in that: described armful of beam (3) is by multiple girder steels (31) It is formed by connecting around column, by connecting corner brace (32) connection between described girder steel (31).
A kind of column underpinning device the most according to claim 2, is characterized in that: described girder steel (31) is I-steel or c-type Steel, is bolted in the type groove of described corner brace (32) embedding girder steel (31).
A kind of column underpinning device the most according to claim 1, is characterized in that: described support bar (4) is set to four, The two ends of strut (4) are provided with connecting plate (41), and support bar (4) is fixed on connecting plate (41) middle part, support bar (4) both sides Connecting plate is provided with installing hole on (41).
A kind of column underpinning device the most according to claim 4, is characterized in that: described support bar (4) and connecting plate (41) Vertically.
A kind of column underpinning device the most according to claim 4, is characterized in that: described support bar (4) and connecting plate (41) Setting at an acute angle.
A kind of column underpinning device the most according to claim 6, is characterized in that: described support bar (4) and connecting plate (41) Between angle be 45 ~ 90 °.
A kind of column underpinning device the most according to claim 4, is characterized in that: the quantity of described jack (2) and support The quantity of bar (4) is identical, and the junction point of jack (2) and the junction point of armful beam (3) and support bar (4) and armful beam (3) is positioned at It is same as on vertical curve.
CN201620711992.3U 2016-06-30 2016-06-30 A kind of column underpinning device Active CN205805018U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620711992.3U CN205805018U (en) 2016-06-30 2016-06-30 A kind of column underpinning device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620711992.3U CN205805018U (en) 2016-06-30 2016-06-30 A kind of column underpinning device

Publications (1)

Publication Number Publication Date
CN205805018U true CN205805018U (en) 2016-12-14

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620711992.3U Active CN205805018U (en) 2016-06-30 2016-06-30 A kind of column underpinning device

Country Status (1)

Country Link
CN (1) CN205805018U (en)

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