CN203420274U - Prestress loading device of pit supporting and protecting inner support system - Google Patents

Prestress loading device of pit supporting and protecting inner support system Download PDF

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Publication number
CN203420274U
CN203420274U CN201320504916.1U CN201320504916U CN203420274U CN 203420274 U CN203420274 U CN 203420274U CN 201320504916 U CN201320504916 U CN 201320504916U CN 203420274 U CN203420274 U CN 203420274U
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CN
China
Prior art keywords
screw rod
jack
screw
support system
inner support
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
CN201320504916.1U
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Chinese (zh)
Inventor
高尔荣
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.)
Zhejiang Bolei Heavy Duty Machine Tool Manufacturing Co Ltd
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Zhejiang Bolei Heavy Duty Machine Tool Manufacturing 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 Zhejiang Bolei Heavy Duty Machine Tool Manufacturing Co Ltd filed Critical Zhejiang Bolei Heavy Duty Machine Tool Manufacturing Co Ltd
Priority to CN201320504916.1U priority Critical patent/CN203420274U/en
Application granted granted Critical
Publication of CN203420274U publication Critical patent/CN203420274U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a prestress loading device of a pit supporting and protecting inner support system. The prestress loading device comprises a jack and a connecting part, wherein the connecting part comprises a loading base, a nut, a screw and a screw base, a groove used for containing the jack is formed in the loading base, a screw insertion hole is formed in one side of the groove, the screw is arranged in the screw insertion hole in an inserted mode, a connecting flange A is arranged on the side, opposite to the side where the screw insertion hole is formed, of the loading base, the jack is placed in the groove, an ejecting and supporting rod of the jack is inserted into the screw insertion hole and abuts against one end of the screw, the other end of the screw is fixedly connected with the screw base, a connecting flange B is arranged on the side, opposite to the side connected with the screw, of the screw base, and screw threads which can abut against the loading base are connected to the portion, except for the screw insertion hole, of the screw. According to the technical scheme, prestress is exerted on the whole supporting and protecting structure, and the overall strength of the supporting and protecting system is improved. The prestress loading device is convenient to disassemble and assemble and can be repeatedly used, and the aims of saving construction cost and enabling construction to be conveniently conducted are achieved.

Description

The prestressing force charger of pattern foundation pit supporting structure inner support system
Technical field
The utility model relates to technical field of civil engineering, relates in particular to a kind of prestressing force charger of pattern foundation pit supporting structure inner support system.
Background technology
In Soft Soil Foundation Pit engineering, steel concrete or steel pipe support supporting and protection structure, in order to reduce the distortion of foundation ditch, increase stability, and conventional method is at present: increase the reinforced concrete fortifield village purlin quantity of size, increase steel pipe support in the street, reduce spacing etc.But this will increase the consumption of constructional materials greatly, also reduced effective construction space in foundation ditch.Due to the steel support structure adopting at present, mainly using single shaped steel or steel pipe as brace summer, between every shaped steel or steel pipe, do not form effectively and connect, can not be as combining structure work, so their support rigidity is lower, the power can bear is relatively limited, for the larger foundation ditch of span, adopts existing steel shotcrete support to be difficult to control its distortion.These support members are owing to being all much to make by site operation requirement, the connection dimension that there is no standard, cannot reach between all parts and exchange and general object, after causing foundation pit construction to complete, most of support components all become expendable consumed product, can not reuse.
After at present conventional pattern foundation pit supporting structure completes, without prestress application technique, or increase support member, cannot after support system has been assembled, further improve the integral rigidity of support system.
Summary of the invention
The utility model, for above-mentioned the deficiencies in the prior art, provides a kind of prestressing force charger of pattern foundation pit supporting structure inner support system, for whole supporting and protection structure applies prestressing force, improves the bulk strength of support system.Easy accessibility, can repeatedly reuse, and reaches the object of saving construction cost, convenient construction.
The technical solution of the utility model is achieved in that
The prestressing force charger of pattern foundation pit supporting structure inner support system, comprise jack and link, described link comprises loading seat, nut, screw rod and screw rod base, loading seat is provided with for placing the groove of jack, one side of groove is screw rod jack, in screw rod jack, plug screw rod, load seat and be provided with adpting flange A at the offside of screw rod jack, in groove, place jack, the shore of jack inserts in screw rod jack and offsets with one end of screw rod, the other end of screw rod is fixedly connected with screw rod base, screw rod base is provided with adpting flange B at the offside of connecting screw rod, can with load nut thread that seat offset and be connected to beyond the screw rod jack of screw rod in part.
As preferably, described loading seat is provided with hanger, and hanger has lifting hole(eyelet).
As preferably, on described adpting flange A, have four flange holes, four flange holes are square four jiaos of distributions, and this foursquare length of side is 200mm.
As preferably, on described adpting flange B, have four flange holes, four flange holes are square four jiaos of distributions, and this foursquare length of side is 200mm.
As preferably, in the periphery of described nut, be fixed with a plurality of handles.
As preferably, the periphery of described screw rod base is provided with a plurality of reinforcing ribs, and reinforcing rib is connected with adpting flange B.
The utility model has been owing to having adopted above technical scheme, is mainly arranged on the angle brace of pattern foundation pit supporting structure inner support system, to supportting, and after support system has been assembled, for whole supporting and protection structure applies prestressing force, improves the bulk strength of support system.During use, standard flange by this charger by two ends is installed on the angle brace of inner support system or in support, while needing to load, use the jack pressurization lead-screw base in loader, while being loaded into design load, lock nut, completes loading, jack can take off from link after pressure release, by link, is maintained and is applied stable prestressing force.This link is standard size parts, and easy accessibility can be realized the matching requirements of plurality of specifications foundation ditch, can repeatedly reuse, and reaches the object of saving construction cost.The inner support system of using this cover standard component to assemble out with ad hoc fashion, meeting in prestressed situation, can save larger construction space, convenient construction.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the upward view of Fig. 1.
The specific embodiment
Below in conjunction with accompanying drawing, the specific embodiment of the present utility model is made a detailed explanation.
Embodiment 1:
As Fig. 1, the prestressing force charger of the pattern foundation pit supporting structure inner support system shown in Fig. 2, comprise jack 1 and link, described link comprises loading seat 2, nut 3, screw rod 4 and screw rod base 5, loading seat 2 is provided with for placing the groove 21 of jack 1, one side of groove 21 is screw rod jack 24, in screw rod jack 24, plug screw rod 4, load seat 2 offsides at screw rod jack 24 and be provided with adpting flange A23, the interior placement jack 1 of groove 21, the shore of jack 1 inserts in screw rod jack 24 and offsets with one end of screw rod 4, the other end of screw rod 4 is fixedly connected with screw rod base 5, screw rod base 5 is provided with adpting flange B51 at the offside of connecting screw rod 4, can with load seat 2 nuts that offset 3 and be threaded in beyond the screw rod jack 24 of screw rod 4 in part.
In the present embodiment, described loading seat 2 is provided with hanger 22, and hanger 22 has lifting hole(eyelet).On described adpting flange A23, have four flange holes, four flange holes are square four jiaos of distributions, and this foursquare length of side is 200mm.On described adpting flange B51, have four flange holes, four flange holes are square four jiaos of distributions, and this foursquare length of side is 200mm.In the periphery of described nut 3, be fixed with four handles 31.The periphery of described screw rod base 5 is provided with a plurality of reinforcing ribs 52, and reinforcing rib 52 is connected with adpting flange B51.
It is emphasized that: be only preferred embodiment of the present utility model above, not the utility model is done to any pro forma restriction, any simple modification, equivalent variations and modification that every foundation technical spirit of the present utility model is done above embodiment, all still belong in the scope of technical solutions of the utility model.

Claims (6)

1. the prestressing force charger of pattern foundation pit supporting structure inner support system, it is characterized in that, comprise jack (1) and link, described link comprises loading seat (2), nut (3), screw rod (4) and screw rod base (5), load seat (2) and be provided with the groove (21) for placing jack (1), one side of groove (21) is screw rod jack (24), in screw rod jack (24), plug screw rod (4), load seat (2) and be provided with adpting flange A(23 at the offside of screw rod jack (24)), in groove (21), place jack (1), the shore of jack (1) inserts in screw rod jack (24) and offsets with one end of screw rod (4), the other end of screw rod (4) is fixedly connected with screw rod base (5), screw rod base (5) is provided with adpting flange B(51 at the offside of connecting screw rod (4)), can with load screw rod jack (24) that nut (3) that seat (2) offset be threaded in screw rod (4) in addition in part.
2. the prestressing force charger of pattern foundation pit supporting structure inner support system according to claim 1, is characterized in that, described loading seat (2) is provided with hanger (22), and hanger (22) has lifting hole(eyelet).
3. the prestressing force charger of pattern foundation pit supporting structure inner support system according to claim 1, is characterized in that, described adpting flange A(23) on have four flange holes, four flange holes are square four jiaos of distributions, this foursquare length of side is 200mm.
4. the prestressing force charger of pattern foundation pit supporting structure inner support system according to claim 1, is characterized in that, described adpting flange B(51) on have four flange holes, four flange holes are square four jiaos of distributions, this foursquare length of side is 200mm.
5. the prestressing force charger of pattern foundation pit supporting structure inner support system according to claim 1, is characterized in that, is fixed with a plurality of handles (31) in the periphery of described nut (3).
6. the prestressing force charger of pattern foundation pit supporting structure inner support system according to claim 1, is characterized in that, the periphery of described screw rod base (5) is provided with a plurality of reinforcing ribs (52), reinforcing rib (52) and adpting flange B(51) be connected.
CN201320504916.1U 2013-08-19 2013-08-19 Prestress loading device of pit supporting and protecting inner support system Expired - Fee Related CN203420274U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320504916.1U CN203420274U (en) 2013-08-19 2013-08-19 Prestress loading device of pit supporting and protecting inner support system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320504916.1U CN203420274U (en) 2013-08-19 2013-08-19 Prestress loading device of pit supporting and protecting inner support system

Publications (1)

Publication Number Publication Date
CN203420274U true CN203420274U (en) 2014-02-05

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104404966A (en) * 2014-11-15 2015-03-11 北京工业大学 Triple-anchor-bearing movably-linking device for internal support of foundation pit engineering and construction method
CN103452119B (en) * 2013-08-19 2016-05-11 浙江博雷重型机床制造有限公司 The prestressing force charger of pattern foundation pit supporting structure inner support system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103452119B (en) * 2013-08-19 2016-05-11 浙江博雷重型机床制造有限公司 The prestressing force charger of pattern foundation pit supporting structure inner support system
CN104404966A (en) * 2014-11-15 2015-03-11 北京工业大学 Triple-anchor-bearing movably-linking device for internal support of foundation pit engineering and construction method
CN104404966B (en) * 2014-11-15 2016-06-22 北京工业大学 A kind of three active devices of anchoring part for base pit engineering inner support and apply method

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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: 20140205

Termination date: 20140819

EXPY Termination of patent right or utility model