CN111719598A - Jack-side hanging type static load test main beam - Google Patents

Jack-side hanging type static load test main beam Download PDF

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Publication number
CN111719598A
CN111719598A CN201910223370.4A CN201910223370A CN111719598A CN 111719598 A CN111719598 A CN 111719598A CN 201910223370 A CN201910223370 A CN 201910223370A CN 111719598 A CN111719598 A CN 111719598A
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CN
China
Prior art keywords
jack
beam body
hydraulic
connecting bolt
main beam
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Granted
Application number
CN201910223370.4A
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Chinese (zh)
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CN111719598B (en
Inventor
程玉平
王连生
徐利军
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Hubei Wanjun Engineering Ltd
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Hubei Wanjun Engineering Ltd
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Publication of CN111719598A publication Critical patent/CN111719598A/en
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00Testing foundations or foundation structures

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

The invention relates to a jack-side hanging type static load test main beam. The main beam comprises a beam body, wherein the beam body is formed by welding an H-shaped steel beam and a jack reaction seat, a jack connecting bolt hole is formed in the beam body, a jack piston rod telescopic hole is also formed in the beam body, and a support rib is arranged at the upper part of the jack reaction seat; the hydraulic jack also comprises a hydraulic jack and a connecting bolt, wherein the bottom of the cylinder body of the hydraulic jack is provided with a screw hole matched with the connecting bolt. The hydraulic loading jack is suspended on two sides of the web plate of the beam body, and the hydraulic loading jack is simple in design and reasonable in structure. Can be equipped with up to four jacks, overcome girder bearing capacity design restriction, the jack installation is convenient with the maintenance.

Description

Jack-side hanging type static load test main beam
Technical Field
The invention belongs to the technical field of foundation pile bearing force static load tests, and particularly relates to a jack-side hanging type static load test main beam.
Background
A jack-embedded static load test main beam (patent number: 2013104504328) adopts a structure that a jack is embedded into a cavity. The structure destroys the continuity of the beam web, the local stress of the beam is complex, and the design and calculation are complex; moreover, the jack embedding cavity can only accommodate one jack, so that the counter force provided by the main beam in the form is limited; in addition, because the jack is embedded into the beam body, the installation and maintenance are not very convenient.
Disclosure of Invention
In order to overcome and avoid the defects of the jack-embedded static load test main beam, the invention provides a jack-side hanging type static load test main beam. The invention suspends the jacks at the two sides of the web plate of the beam body, keeps the continuity of the web plate, has simple design and reasonable structure, can overcome the design limitation of the bearing capacity of the main beam, and is very convenient to install and maintain.
In order to realize the purpose of the invention, the invention adopts the following technical scheme:
a jack-side hanging type static load test main beam comprises a beam body, wherein a bolt hole for connecting a hydraulic jack is formed in the beam body, and a jack piston rod telescopic hole is formed in the beam body; the hydraulic jack also comprises a hydraulic jack and a connecting bolt, wherein the bottom of the cylinder body of the hydraulic jack is provided with a screw hole matched with the connecting bolt.
Preferably, the beam body comprises an H-beam and a jack reaction seat. And the lower flange of the H-shaped steel beam is provided with a jack piston rod telescopic hole. The jack reaction seat is symmetrically arranged in the middle of the beam body and welded with the web plate of the H-shaped steel beam to form a whole. And a jack connecting bolt hole is formed in the jack counterforce seat.
Preferentially, the hydraulic jacks are four jacks of the same type, are symmetrically arranged on two sides of the middle part of a web plate of the H-shaped steel beam, and two screw holes matched with the connecting bolts are symmetrically formed in the bottom of a cylinder body of each jack.
The invention has the beneficial effects that:
1) the invention integrates the jacks and the counter-force beam into a whole, keeps the continuity of the beam web, has simple design, can be provided with up to four jacks and can overcome the design limitation of the counter-force of the main beam.
2) The hydraulic jacks are positioned on two sides of the beam body, and are convenient to install and maintain.
Drawings
Fig. 1 is a front view of the present invention.
Fig. 2 is a cross-sectional view a-a of fig. 1.
Fig. 3 is a sectional view of B-B of fig. 1.
Fig. 4 is a cross-sectional view of C-C of fig. 1.
Fig. 5 is an enlarged sectional view I of fig. 1.
The notations in the figures have the following meanings:
1-H-shaped steel beam 2-jack 3-jack reaction seat 4-jack reaction seat support rib 5-connecting bolt 6-jack piston rod telescopic hole 7-connecting bolt hole 8-connecting bolt threaded hole.
Detailed Description
The technical solutions in the embodiments of the present invention will be described in detail below with reference to the drawings in the drawings.
As shown in fig. 1 to 5, the jack-side hanging type static load test main beam comprises a beam body, wherein a bolt hole 7 corresponding to a jack connecting bolt 5 is formed in the beam body, and a jack piston rod telescopic hole 6 is also formed in the beam body; the counter-force beam also comprises a hydraulic jack 2 and a jack connecting bolt 5.
As shown in fig. 1-5, the beam body comprises an H-shaped steel beam 1 and a jack reaction seat 3; the lower flange of the H-shaped steel beam 1 is provided with a jack piston rod telescopic hole 6; the jack reaction seat 3 is a steel plate with support ribs 5 arranged at the upper part, is symmetrically arranged at two sides of a web plate of the H-shaped steel beam 1 and is welded with the web plate to form a whole; the jack counter-force seat 3 is provided with a bolt hole 7 corresponding to the jack connecting bolt.
As shown in fig. 1 to 5, the hydraulic jacks 1 are four jacks of the same type which are inversely suspended on two sides of a beam body, two connecting bolt screw holes 8 are symmetrically arranged at the bottom of a cylinder body of each jack, the connecting bolts 5 penetrate through the connecting bolt holes 7 on the jack reaction seat 3 and are screwed into the screw holes 8 at the bottom of the cylinder body of the jack, and the jacks and the beam body are connected into a whole.
The working engineering of the present invention is further explained below with reference to the accompanying drawings.
During the foundation pile static load test, oil pump is used for supplying hydraulic oil to the jack 2, a piston rod of the jack extends out, penetrates through a lower flange piston rod telescopic hole 6 of the beam body, and starts to lift the beam body after pushing a load plate below the beam body, and the test pile is loaded after the beam body touches an upper load. After the test is finished, oil is reversely supplied to the jack, and the piston rod retracts.

Claims (2)

1. The utility model provides a hanging static test girder in jack side which characterized in that: the main beam comprises a beam body, wherein a bolt hole (7) for connecting a jack is formed in the beam body, and a telescopic hole (6) for a piston rod of the jack is also formed in the beam body; the counter-force beam also comprises a hydraulic jack (2), wherein the bottom of a cylinder body of the hydraulic jack (2) is provided with a screw hole (8) for connecting the jack; the reaction beam also comprises a connecting bolt (5).
2. The jack-side hanging type static load test main beam as claimed in claim 1, wherein: the beam body comprises an H-shaped steel beam (1) and a jack reaction seat (3); the lower flange of the H-shaped steel beam (1) is provided with a jack piston rod telescopic hole (6); the jack reaction seat (3) is a steel plate with a support rib (4) arranged at the upper part, is arranged in the middle of a beam body and welded with a web plate of the H-shaped steel beam (1) to form a whole, and is provided with a jack connecting bolt hole (7) at a corresponding position.
CN201910223370.4A 2019-03-22 2019-03-22 Jack-side hanging type static load test main beam Active CN111719598B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910223370.4A CN111719598B (en) 2019-03-22 2019-03-22 Jack-side hanging type static load test main beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910223370.4A CN111719598B (en) 2019-03-22 2019-03-22 Jack-side hanging type static load test main beam

Publications (2)

Publication Number Publication Date
CN111719598A true CN111719598A (en) 2020-09-29
CN111719598B CN111719598B (en) 2021-09-24

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910223370.4A Active CN111719598B (en) 2019-03-22 2019-03-22 Jack-side hanging type static load test main beam

Country Status (1)

Country Link
CN (1) CN111719598B (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2323174B (en) * 1997-03-14 2000-08-09 Kvaerner Cementation Found Ltd Automatic static load testing for piles
GB0525236D0 (en) * 2005-12-12 2006-01-18 Terrain Geotechnical Consultan A pile test apparatus
CN104514231A (en) * 2013-09-29 2015-04-15 武汉倡文科技咨询有限公司 Jack-embedded type static testing girder
CN108316367A (en) * 2018-03-23 2018-07-24 湖北万钧工程技术有限责任公司 Integrated form foundation pile static loading test reaction beam

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2323174B (en) * 1997-03-14 2000-08-09 Kvaerner Cementation Found Ltd Automatic static load testing for piles
GB0525236D0 (en) * 2005-12-12 2006-01-18 Terrain Geotechnical Consultan A pile test apparatus
CN104514231A (en) * 2013-09-29 2015-04-15 武汉倡文科技咨询有限公司 Jack-embedded type static testing girder
CN108316367A (en) * 2018-03-23 2018-07-24 湖北万钧工程技术有限责任公司 Integrated form foundation pile static loading test reaction beam

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