CN208012968U - A kind of concrete plate loading test device - Google Patents

A kind of concrete plate loading test device Download PDF

Info

Publication number
CN208012968U
CN208012968U CN201820481870.9U CN201820481870U CN208012968U CN 208012968 U CN208012968 U CN 208012968U CN 201820481870 U CN201820481870 U CN 201820481870U CN 208012968 U CN208012968 U CN 208012968U
Authority
CN
China
Prior art keywords
fixed
slide unit
hydraulic
platform
notch
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
CN201820481870.9U
Other languages
Chinese (zh)
Inventor
鲁明
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.)
NANJING KEJIE QUALITY TESTING OF CONSTRUCTION CO Ltd
Original Assignee
NANJING KEJIE QUALITY TESTING OF CONSTRUCTION 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 NANJING KEJIE QUALITY TESTING OF CONSTRUCTION CO Ltd filed Critical NANJING KEJIE QUALITY TESTING OF CONSTRUCTION CO Ltd
Priority to CN201820481870.9U priority Critical patent/CN208012968U/en
Application granted granted Critical
Publication of CN208012968U publication Critical patent/CN208012968U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a kind of concrete plate loading test devices, including pedestal, the upper end of the pedestal is fixed with two montants, the upper end of the montant is fixed with clip, first hydraulic cylinder is installed in the clip, the hydraulic stem of the first hydraulic cylinder is fixed on the side of slide unit, the upper end of side of the slide unit far from hydraulic cylinder sets rectangular first notch, the lower end of the slide unit is fixed with a dovetails, one dovetails are slidably connected with the first dovetail groove, first dovetail groove is located at the upper end of pedestal, the upper end of the pedestal is fixed with platform, the inside of the platform is equipped with hydraulic station, the platform is equipped with the second notch close to slide unit side upper end.The present apparatus is by being arranged adjustable slide unit and presenting a theatrical performance as the last item on a programme, it can be by the position that adjusts the distance of slide unit and platform middleware and present a theatrical performance as the last item on a programme, the bearing capacity of various sizes of concrete plate can be measured, and by the downward pressure of hydraulic pressure stand control hydraulic column, can accurately control bearing capacity.

Description

A kind of concrete plate loading test device
Technical field
The utility model is related to engineering material quality detecting device fields, and in particular to a kind of concrete plate bearing capacity inspection Survey device.
Background technology
Prefabricated armored concrete plate-type component.In building construction, mainly there are wallboard, floor and roof boarding;These three Plate sometimes can be general mutually.The main steel splitting reinforced concrete of concrete plate and prestressed concrete two major classes, also have plenty of and answer With other reinforcements, such as steel wire, steel fibre or other fibers.After manufacture, reply is the same as a batch of concrete plate The detection for carrying out bearing capacity will produce concrete plate fracture and deformation etc. and ask when otherwise receiving huge bearing capacity when in use Topic generates significant impact to the quality of building, is prone to accidents, so the loading test of concrete plate can not omit.
Utility model content
Above-mentioned in order to solve the problems, such as, the utility model provides a kind of concrete plate loading test device.
The utility model is achieved through the following technical solutions:
The upper end of a kind of concrete plate loading test device, including pedestal, the pedestal is fixed with two montants, institute The upper end for stating montant is fixed with clip, and first hydraulic cylinder is equipped in the clip, and the hydraulic stem of the first hydraulic cylinder is fixed In the side of slide unit, the upper end of side of the slide unit far from hydraulic cylinder sets rectangular first notch, the lower end of the slide unit A dovetails are fixed with, a dovetails are slidably connected with the first dovetail groove, and first dovetail groove is located at the upper end of pedestal, The upper end of the pedestal is fixed with platform, and the inside of the platform is equipped with hydraulic station, and the platform is close to slide unit side upper end Equipped with the second notch, the upper end of the platform is equipped with the shaft being rotatablely connected with it, and the upper end of the shaft is fixed with crossbeam, institute The upper end for stating crossbeam is fixed with reinforced liner, and the lower end of the crossbeam is equipped with the second dovetail groove, is equipped in second dovetail groove The second dovetails being slidably connected with it, second dovetails are fixed on the upper end of hydraulic column, and the lower end of the hydraulic column is solid Surely it presents a theatrical performance as the last item on a programme, the side of the shaft is fixed with second hydraulic cylinder, and the hydraulic stem of the second hydraulic cylinder is fixed on hydraulic column Side, the first hydraulic cylinder, hydraulic column and second hydraulic cylinder are connect by pipeline with hydraulic station.
Preferably, the height of the slide unit and platform upper end is in same level, first notch and the second notch Height in same level.
Preferably, the slide unit and platform are made of ZGMn13, and the first notch and the second indentation, there pass through water-tenacity treatment.
Preferably, described to present a theatrical performance as the last item on a programme as trapezoidal round platform.
Compared with prior art, the utility model has the beneficial effects that:The present apparatus by be arranged adjustable slide unit and It presents a theatrical performance as the last item on a programme, can measure various sizes of coagulation by the position for adjusting the distance of slide unit and platform middleware and presenting a theatrical performance as the last item on a programme The bearing capacity of native plank, and by the downward pressure of hydraulic pressure stand control hydraulic column, can accurately control bearing capacity.
Description of the drawings
Fig. 1 is the schematic diagram of structure described in the utility model.
In figure:Pedestal 1, montant 2, clip 3, first hydraulic cylinder 4, the first dovetail groove 5, the first dovetails 6, slide unit 7, first Notch 7-1, hydraulic station 8, platform 9, the second notch 9-1, shaft 10, crossbeam 11, reinforced liner 12, the second dovetail groove 13, second Dovetails 14, hydraulic column 15,16, second hydraulic cylinder 17 of presenting a theatrical performance as the last item on a programme.
Specific implementation mode
The utility model is described in further detail with specific implementation mode below in conjunction with the accompanying drawings:
As shown in Figure 1, a kind of concrete plate loading test device, including pedestal 1, the upper end of the pedestal 1 are fixed There are two montants 2, the upper end of the montant 2 to be fixed with clip 3, first hydraulic cylinder 4 is installed in the clip 3, described first The hydraulic stem of hydraulic cylinder 4 is fixed on the side of slide unit 7, and the upper end of side of the slide unit 7 far from hydraulic cylinder 4 sets rectangular The lower end of one notch 7-1, the slide unit 7 are fixed with a dovetails 6, and a dovetails 6 are slidably connected with the first dovetail groove 5, First dovetail groove 5 is located at the upper end of pedestal 1, and the upper end of the pedestal 1 is fixed with platform 9, the inside installation of the platform 9 There are hydraulic station 8, the platform 9 to be equipped with the second notch 9-1 close to 7 side upper end of slide unit, the upper end of the platform 9 is equipped with and its turn The shaft 10 of dynamic connection, the upper end of the shaft 10 are fixed with crossbeam 11, and the upper end of the crossbeam 11 is fixed with reinforced liner 12, The lower end of the crossbeam 11 is equipped with the second dovetail groove 13, and the second dovetail being slidably connected with it is equipped in second dovetail groove 13 Block 14, second dovetails 14 are fixed on the upper end of hydraulic column 15, and the lower end of the hydraulic column 15, which is fixed with, presents a theatrical performance as the last item on a programme 16, described The side of shaft 10 is fixed with second hydraulic cylinder 17, and the hydraulic stem of the second hydraulic cylinder 17 is fixed on the side of hydraulic column 15, The first hydraulic cylinder 4, hydraulic column 15 and second hydraulic cylinder 17 are connect by pipeline with hydraulic station 8.
The height of the slide unit 7 and 9 upper end of platform is in same level, the first notch 7-1 and the second notch 9-1 Height in same level.
The slide unit 7 and platform 9 are made of ZGMn13, and pass through the tough place of water at the first notch 7-1 and the second notch 9-1 Reason.
It is described to present a theatrical performance as the last item on a programme 16 as trapezoidal round platform.
Operation principle:The utility model is related to a kind of concrete plate loading test device, the present apparatus can by setting The slide unit 7 of adjusting and present a theatrical performance as the last item on a programme 16, can by adjust the distance of slide unit 7 and 9 middleware of platform and present a theatrical performance as the last item on a programme 16 position, can be with The bearing capacity of various sizes of concrete plate is measured, and controls the downward pressure of hydraulic column 15 by hydraulic station 8, it can Accurately control bearing capacity;Concrete plate is placed on the first notch 7-1 and the second notch 9-1 by the present apparatus when in use, Concrete plate is set up, first hydraulic cylinder 4 is controlled by hydraulic station 8, slide unit 7 is pushed to close to platform 9, the first dovetail The sliding in the first dovetail groove 5 of block 6 is protected until the side wall of the first notch 7-1 and the second notch 9-1 is contacted with concrete plate The horizontal and vertical degree of freedom of card concrete plate is limited, it is ensured that it will not be moved during measurement, rotating shaft 10, Crossbeam 11 is set to go to the surface of concrete plate, controlling second hydraulic cylinder 17 by hydraulic station 8 drives hydraulic column 15 to be moved to The top center of concrete plate passes through 16 pairs of concrete slabs of presenting a theatrical performance as the last item on a programme by the certain vertical pressure of hydraulic pressure stand control hydraulic station 8 Material carries out the test of bearing capacity, is loading after a certain period of time, hydraulic station 8 controls hydraulic column 15 and rises, by observing and measuring The deformation and fission for going out concrete plate, obtain measurement result;By the way that reinforced liner 12 is arranged, ensure the intensity of crossbeam 11, no It can be broken;By the height of setting slide unit 7 and 9 upper end of platform in same level, the first notch 7-1 and the second notch The height of 9-1 ensures that concrete plate is in horizontality, will not occur when applying load in same level The imbalance of load force;It is made of ZGMn13 by the way that slide unit 7 and platform 9 is arranged, and at the first notch 7-1 and the second notch 9-1 By water-tenacity treatment, ensure the wearability of notch, prevents the inclination of mixed mud plank caused by the height difference of two notches;It is logical It 16 is trapezoidal round platform to cross setting and present a theatrical performance as the last item on a programme, and guarantee is presented a theatrical performance as the last item on a programme and 16 will not be deformed upon when in use, to coagulation after 16 deformations that prevent from presenting a theatrical performance as the last item on a programme Native plank generates huge pressure and is damaged to concrete plate.
The basic principles and main features and advantage of the utility model have been shown and described above.The technical staff of the industry It should be appreciated that the present utility model is not limited to the above embodiments, the above embodiments and description only describe this The principle of utility model, on the premise of not departing from the spirit and scope of the utility model, the utility model also has various change And improvement, these various changes and improvements fall within the scope of the claimed invention.The utility model requires protection scope It is defined by the appending claims and its equivalent thereof.

Claims (4)

1. a kind of concrete plate loading test device, it is characterised in that:Including pedestal (1), the upper end of the pedestal (1) is solid There are two montants (2), the upper end of the montant (2) to be fixed with clip (3), first hydraulic cylinder is installed in the clip (3) surely (4), the hydraulic stem of the first hydraulic cylinder (4) is fixed on the side of slide unit (7), and the slide unit (7) is far from first hydraulic cylinder (4) The upper end of side set rectangular first notch (7-1), the lower end of the slide unit (7) is fixed with a dovetails (6), described one Dovetails (6) are slidably connected with the first dovetail groove (5), and first dovetail groove (5) is located at the upper end of pedestal (1), the pedestal (1) upper end is fixed with platform (9), and the inside of the platform (9) is equipped with hydraulic station (8), and the platform (9) is close to slide unit (7) side upper end is equipped with the second notch (9-1), and the upper end of the platform (9) is equipped with the shaft (10) being rotatablely connected with it, described The upper end of shaft (10) is fixed with crossbeam (11), and the upper end of the crossbeam (11) is fixed with reinforced liner (12), the crossbeam (11) lower end is equipped with the second dovetail groove (13), and the second dovetails being slidably connected with it are equipped in second dovetail groove (13) (14), second dovetails (14) are fixed on the upper end of hydraulic column (15), and the lower end of the hydraulic column (15), which is fixed with, presents a theatrical performance as the last item on a programme (16), the side of the shaft (10) is fixed with second hydraulic cylinder (17), and the hydraulic stem of the second hydraulic cylinder (17) is fixed on The side of hydraulic column (15), the first hydraulic cylinder (4), hydraulic column (15) and second hydraulic cylinder (17) pass through pipeline and hydraulic station (8) it connects.
2. a kind of concrete plate loading test device according to claim 1, it is characterised in that:The slide unit (7) Height with platform (9) upper end is in same level, and the height of first notch (7-1) and the second notch (9-1) is same On one horizontal plane.
3. a kind of concrete plate loading test device according to claim 1, it is characterised in that:The slide unit (7) It is made of ZGMn13 with platform (9), and passes through water-tenacity treatment at the first notch (7-1) and the second notch (9-1).
4. a kind of concrete plate loading test device according to claim 1, it is characterised in that:It is described to present a theatrical performance as the last item on a programme (16) For trapezoidal round platform.
CN201820481870.9U 2018-04-03 2018-04-03 A kind of concrete plate loading test device Expired - Fee Related CN208012968U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820481870.9U CN208012968U (en) 2018-04-03 2018-04-03 A kind of concrete plate loading test device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820481870.9U CN208012968U (en) 2018-04-03 2018-04-03 A kind of concrete plate loading test device

Publications (1)

Publication Number Publication Date
CN208012968U true CN208012968U (en) 2018-10-26

Family

ID=63892000

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820481870.9U Expired - Fee Related CN208012968U (en) 2018-04-03 2018-04-03 A kind of concrete plate loading test device

Country Status (1)

Country Link
CN (1) CN208012968U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109856375A (en) * 2019-01-03 2019-06-07 湖州汇能新材料科技有限公司 A kind of air entrained concrete plate detection method and device
CN111811952A (en) * 2020-09-02 2020-10-23 南京宏佳金属制品有限公司 Bearing capacity detection device for building detection

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109856375A (en) * 2019-01-03 2019-06-07 湖州汇能新材料科技有限公司 A kind of air entrained concrete plate detection method and device
CN111811952A (en) * 2020-09-02 2020-10-23 南京宏佳金属制品有限公司 Bearing capacity detection device for building detection

Similar Documents

Publication Publication Date Title
CN102621010B (en) Multifunctional testing machine for deep surrounding rock anchoring performance
CN106437178B (en) A kind of multi-storey steel structure vestibule construction method for lifting whole and device
CN208012968U (en) A kind of concrete plate loading test device
CN105699203B (en) A kind of experimental rig and method for measuring construction material compression strength under confined pressure
Sassoni et al. Comparison between experimental methods for evaluating the compressive strength of existing masonry buildings
CN105628609B (en) The experimental rig and method of adhesion strength and coefficient of friction between measurement construction material
CN105509933B (en) A kind of bearing installation bias detection device and the anti-bias installation method of bearing
CN103323340A (en) Mechanical property test device and method of steel-concrete contact interface
CN105569385B (en) Building industrialization PC component production line mounting and testing techniques
Lantsoght et al. Transverse load redistribution and effective shear width in reinforced concrete slabs
CN108625410A (en) A kind of test method of pile side friction
CN110453594B (en) Method for replacing bridge support with adjustable supporting force
CN105181493A (en) Steel and concrete interface fatigue test device
CN111257136B (en) Pseudo-static force horizontal shear test method and device for masonry
CN106639500B (en) Slding form operation method of square variable-section multilayer platform chimney under high wind pressure
CN109100232B (en) Testing device for detecting vertical bearing capacity of climbing cone of bridge tower and using method
CN216051189U (en) Concrete precast slab detection device for building
CN116183371A (en) Full life cycle ballastless track embedded structure concrete dynamic performance test method
CN216791897U (en) Load test device for providing lateral limit for large main stress
CN218060465U (en) Tubular pile shear test device
CN104045010B (en) A kind of tower machine jacking trim monitored control system, monitoring method and monitor
CN205839819U (en) A kind of loading connecting structure for spread foundation full scale test
CN209509035U (en) A kind of tubular pole beam test device
CN205384188U (en) A device for detecting carbon fiber net cloth and polymer mortar shear stress
CN106989998A (en) The loading device and application method of a kind of concrete interlocking block interlocking performance detection

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20181026

Termination date: 20190403

CF01 Termination of patent right due to non-payment of annual fee