CN202299463U - Pre-stress detecting and adjusting device for steel structures - Google Patents

Pre-stress detecting and adjusting device for steel structures Download PDF

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Publication number
CN202299463U
CN202299463U CN2011203353971U CN201120335397U CN202299463U CN 202299463 U CN202299463 U CN 202299463U CN 2011203353971 U CN2011203353971 U CN 2011203353971U CN 201120335397 U CN201120335397 U CN 201120335397U CN 202299463 U CN202299463 U CN 202299463U
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CN
China
Prior art keywords
steel
adjusting device
reaction frame
steel reaction
prestressing force
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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
CN2011203353971U
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Chinese (zh)
Inventor
忻鼎康
顾军
钟麟强
葛晓敏
盛为光
赵俊
郑钧雅
俞懿
吕海燕
张亚雄
李品贤
王宇
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.)
Shanghai Jianke Prestress Technology Engineering Co Ltd
SHANGHAI JIANKE ENGINEERING CONSULTING Co Ltd
Original Assignee
Shanghai Jianke Prestress Technology Engineering Co Ltd
SHANGHAI JIANKE ENGINEERING CONSULTING 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 Shanghai Jianke Prestress Technology Engineering Co Ltd, SHANGHAI JIANKE ENGINEERING CONSULTING Co Ltd filed Critical Shanghai Jianke Prestress Technology Engineering Co Ltd
Priority to CN2011203353971U priority Critical patent/CN202299463U/en
Application granted granted Critical
Publication of CN202299463U publication Critical patent/CN202299463U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model relates to a detecting device for the constructional engineering industry, in particular to a steel cable force detecting and adjustable device for steel structure buildings, and aims to provide a pre-stress detecting and adjusting device for steel structures, which solves the problem of inconvenience in tension detection of a steel cable for the steel structure buildings and overcomes the shortcomings of large size of equipment, inconvenience in mounting and the like. The pre-stress detecting and adjusting device for the steel structures comprises a steel counterforce frame, through type jacks, manual pressure conveying devices, distributing oil pressure pipes and ejecting bottom nuts. The steel counterforce frame is fastened on a cable and is ejected on an anchorage device, a distance is reserved between the steel counterforce frame and each fastening nut, the through type jacks penetrate through anchorage device suspension bolts, the top surfaces of the through type jacks are ejected at two ends of the steel counterforce frame, the bottom surfaces of the through type jacks are ejected on the ejecting bottom nuts penetrating through screws of the anchorage device, one end of each distributing oil pressure pipe is connected to the corresponding through type jack, and the other ends of the distributing oil pressure pipes are connected with the manual pressure conveying devices.

Description

Be used for steel work prestressing force and detect adjusting device
Technical field
The utility model relates to a kind of construction work class industry and uses checkout gear, specially refers to the steel cable force detection adjusting device that steel building is used.
Background technology
The lifting of national economic strength, the needs of urbanization development, not only will be inherited the marrow of Chinese traditional culture at urban architecture, design; Also the innovative thinking mentality of designing to be arranged; The moulding and the style of building are not only the category of aesthstic notion, also are the reflections of oriental and occidental cultures difference; Urban development theme especially is with the epitome of strategic planning.Different house moulding has the different moulding structure.The house of steel frame construction, large tracts of land cable wire ceiling structure is extensively applied to bridge, is waited, place such as waiting hall the sixth of the twelve Earthly Branches.Along with the house increases service life, the stress of steelframe and the Suo Li of cable wire can change, and need regularly to detect adjustment in time.And conventional detection devices, volume big, move transhipment and do not put just, the more important thing is in the building of having built up, launch testing; Except the site work condition does not allow; Also under the condition of not damaging former agent structure, accomplish test job safely and effectively, propose new requirement.The utility model discloses a kind of steel work prestress steel rustling sound power value and detects and cable wire rope force adjusting device; Its advantage is: device miniaturization; Be suitable for the operation of various building constructions and small space, safe and reliable, test order of accuarcy reaches national regulation standard and respond well.
Summary of the invention
The goal of the invention of the utility model provides a kind of steel work prestressing force that is used for and detects adjusting device, has solved the problem of in the past drawing the inconvenience of detection for the cable wire of steel building, and the equipment body is big, shortcomings such as inconvenient installation.
For solving the problems of the technologies described above, the utility model is achieved in that a kind of steel work prestressing force that is used for detects adjusting device, and it is to be made up of steel reaction frame, vertically-displacable jack, Manual pressure transport, shunting oil pressure pipe, top end nut; The steel reaction frame is fastened on the cable wire, and the steel reaction frame withstands on the ground tackle; Leave distance between steel reaction frame and the fastening nut; Described vertically-displacable jack passes the ground tackle hanging bolt, and end face withstands on the two ends of steel reaction frame, and the bottom surface withstands at the bottom of the top of passing the ground tackle screw rod on the nut; Described shunting oil pressure pipe one is terminated at the vertically-displacable jack, other end catcher dynamic pressure transport.
The utility model adopts a steel reaction frame and top end nut to replace original ground tackle and fastening nut, utilizes the top power of vertically-displacable jack, carries out negative drawing, thereby reaches the purpose of tension cable wire.And then calculate through the oil pressure pressure of jack, calculate corresponding data, finally fastening nut is regulated, to the dual purpose that detects and regulate.
Technique scheme is done further refinement; Described steel reaction frame is to be made up of two plate clamps and lock bolt; The centre of every monolithic anchor clamps is provided with the semicircle boss that supplies cable wire to pass, and is provided with the screw that supplies lock bolt to be horizontally through in the bilateral symmetry of anchor clamps.The present technique scheme has been done further improvement and optimization to technique scheme; Adopt the form of assembly unit to accomplish the steel reaction frame; And then the construction in being more convenient for operating; In addition the centre of every monolithic anchor clamps is provided with the semicircle boss that supplies cable wire to pass, its objective is that to make the steel reaction frame farther from fastening nut, thereby can further strengthen the distance of stretching.
Technique scheme is done further to improve, and the both sides of described every monolithic anchor clamps are provided with the semicircle that supplies fastening nut to pass.Set up these two semicircles in the steel counter-force and further strengthen the distance that stretches on the basis of case up.
Technique scheme is done further to improve, Manual pressure conveyer output port, but be provided with pressure meter and direct-reading Suo Li detection data.In order to reach the purpose of detection, at Manual pressure conveyer output port, but be provided with pressure meter and direct-reading Suo Li detection data, can calculate according to data, thereby regulate according to data again, finally reach the dual purpose that detects and regulate.
Technique scheme is done further to improve; For convenient practical operation; Sometimes because distance, the restriction in place, the overall height of steel reaction frame and vertically-displacable jack is not enough to push up ground tackle; At this moment can between top end nut and vertically-displacable jack, can be provided with the roll adjustment pad, to reach the effect of flexible.
Technique scheme is done further to improve,,, therefore will consider the falling object from high altitude problem, so with belt on described steel reaction frame because of its operation generally is in work high above the ground in order to play safety effect; Be fixed on the steel work.
The advantage of the utility model: device miniaturization, light and handy, portable, be suitable for the operation of various building constructions and small space, safe and reliable, test order of accuarcy reaches national regulation standard and respond well.
Description of drawings
Fig. 1 is the utility model user mode figure.
Fig. 2 is the sketch map of this steel reaction frame.
The specific embodiment
For the structure of clearer and more definite product, annexation is done further to describe below in conjunction with accompanying drawing.
As shown in the figure, a kind of steel work prestressing force that is used for detects adjusting device, and it is to be made up of steel reaction frame 3, vertically-displacable jack 4, Manual pressure transport 7, shunting oil pressure pipe 6, top end nut 5; Steel reaction frame 3 is fastened on the cable wire 8, and steel reaction frame 3 withstands on the ground tackle 1; Described steel reaction frame 3 is to be made up of two plate clamps and lock bolt; The centre of every monolithic anchor clamps is provided with the semicircle 34 that supplies cable wire to pass; The middle upper portion of monolithic anchor clamps is provided with the boss 31 of semicircle, is provided with the screw 32 that supplies lock bolt to be horizontally through in the bilateral symmetry of anchor clamps.The both sides of described every monolithic anchor clamps are provided with the semicircle 33 that supplies fastening nut to pass.Leave distance between steel reaction frame 3 and the fastening nut 2; Described vertically-displacable jack 4 passes ground tackle 1 hanging bolt, and end face withstands on the two ends of steel reaction frame 3, and the bottom surface withstands on passes ground tackle screw rod top end nut; Described shunting oil pressure pipe 6 one is terminated at vertically-displacable jack 4, other end catcher dynamic pressure transport.Manual pressure transport 7 output ports, but pressure meter and direct-reading Suo Li detection data be provided with.
With advancing to be in security consideration, with belt on the described steel reaction frame; Be fixed on the steel work.Above-mentioned is the structure of the utility model product, when specifically making, by following operation; Two tool monolithic steel reaction frames 3 are installed on two screw rods of cable wire crab-bolt with vertically-displacable jack 4; Install in advance, lock the lock bolt of reaction frame 3 in advance, measure the spacing of steel reaction frame 3 and stretch-draw end ground tackle; Adjust the height of stressed pad, make that ground tackle 1 is directly stressed in the steel reaction frame.After adjusting stressed spacer thickness, the lock bolt on the small-sized reaction frame 3 is tightened, oil pressure pipe 6 is connected with Manual pressure transport 7, the other end of oil pressure pipe 6 is connected with vertically-displacable jack 4.Open Manual pressure transport 7, vertically-displacable jack 4 is pressurizeed, thus jack-up steel reaction frame 3; Again by steel reaction frame 3 jack-up ground tackles 1, thereby detect the pressure of jack, this jack pressure is the pulling force of cable wire just; If the suffered pulling force of cable wire is not enough; Then can tighten fastening nut, if it is excessive to record pressure, then pine is tightened fastening nut once.The utility model adopts the erection method operation, and its operation is simple, and it is little to take up room.

Claims (6)

1. one kind is used for steel work prestressing force detection adjusting device, and it is to be made up of steel reaction frame, vertically-displacable jack, Manual pressure transport, shunting oil pressure pipe, top end nut; The steel reaction frame is fastened on the cable wire, and the steel reaction frame withstands on the ground tackle; Leave distance between steel reaction frame and the fastening nut; Described vertically-displacable jack passes the ground tackle hanging bolt, and end face withstands on the two ends of steel reaction frame, and the bottom surface withstands at the bottom of the top of passing the ground tackle screw rod on the nut; Described shunting oil pressure pipe one is terminated at the vertically-displacable jack, other end catcher dynamic pressure transport.
2. a kind of steel work prestressing force that is used for according to claim 1 detects adjusting device; It is characterized in that: described steel reaction frame is to be made up of two plate clamps and lock bolt; The centre of every monolithic anchor clamps is provided with the semicircle boss that supplies cable wire to pass, and is provided with the screw that supplies lock bolt to be horizontally through in the bilateral symmetry of anchor clamps.
3. a kind of steel work prestressing force that is used for according to claim 2 detects adjusting device, and it is characterized in that: the both sides of described every monolithic anchor clamps are provided with the semicircle that supplies fastening nut to pass.
4. a kind of steel work prestressing force that is used for according to claim 1 detects adjusting device, it is characterized in that: the output port of Manual pressure transport, but be provided with pressure meter and direct-reading Suo Li detection data.
5. a kind of steel work prestressing force that is used for according to claim 1 detects adjusting device, it is characterized in that: between top end nut and vertically-displacable jack, can be provided with the roll adjustment pad.
6. a kind of steel work prestressing force that is used for according to claim 1 detects adjusting device, it is characterized in that: with belt on the described steel reaction frame; Be fixed on the steel work.
CN2011203353971U 2011-09-08 2011-09-08 Pre-stress detecting and adjusting device for steel structures Expired - Lifetime CN202299463U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011203353971U CN202299463U (en) 2011-09-08 2011-09-08 Pre-stress detecting and adjusting device for steel structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011203353971U CN202299463U (en) 2011-09-08 2011-09-08 Pre-stress detecting and adjusting device for steel structures

Publications (1)

Publication Number Publication Date
CN202299463U true CN202299463U (en) 2012-07-04

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CN2011203353971U Expired - Lifetime CN202299463U (en) 2011-09-08 2011-09-08 Pre-stress detecting and adjusting device for steel structures

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103512739A (en) * 2013-09-25 2014-01-15 合肥工业大学 Self-balance system for exerting effective prestress on hardware
CN103993754A (en) * 2014-04-22 2014-08-20 江苏永泰建造工程有限公司 Pre-stress reinforcing device of basement roof temporary overloads and implementation method of pre-stress reinforcing device
CN105865688A (en) * 2016-05-13 2016-08-17 中交公路规划设计院有限公司 Tensioning instrument for screw detection and application thereof
CN111366272A (en) * 2020-03-30 2020-07-03 马磊 Method for detecting stress of building steel structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103512739A (en) * 2013-09-25 2014-01-15 合肥工业大学 Self-balance system for exerting effective prestress on hardware
CN103512739B (en) * 2013-09-25 2015-09-02 合肥工业大学 Effective prestressed self equilibrium systems is applied to hardware
CN103993754A (en) * 2014-04-22 2014-08-20 江苏永泰建造工程有限公司 Pre-stress reinforcing device of basement roof temporary overloads and implementation method of pre-stress reinforcing device
CN105865688A (en) * 2016-05-13 2016-08-17 中交公路规划设计院有限公司 Tensioning instrument for screw detection and application thereof
CN111366272A (en) * 2020-03-30 2020-07-03 马磊 Method for detecting stress of building steel structure

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Granted publication date: 20120704