CN201362860Y - Building concrete pile detection device - Google Patents
Building concrete pile detection device Download PDFInfo
- Publication number
- CN201362860Y CN201362860Y CNU2008202249979U CN200820224997U CN201362860Y CN 201362860 Y CN201362860 Y CN 201362860Y CN U2008202249979 U CNU2008202249979 U CN U2008202249979U CN 200820224997 U CN200820224997 U CN 200820224997U CN 201362860 Y CN201362860 Y CN 201362860Y
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- girder
- main beam
- auxiliary
- endosternum
- side plates
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Abstract
The utility model relates to a building concrete pile detection device which comprises a main beam and two secondary beams that have the same structure, wherein the two secondary beams are respectively installed at the two ends of the main beam and arranged to be vertical to the main beam; the two ends of the secondary beams are respectively fixed on the ground by pile reinforcement fixed platforms; and the main beam includes rectangular tube-shaped structure formed by connecting two main beam side plates, a main beam upper plate and a main beam lower plate, a main beam internal webplate which is parallel to the two main beam side plates is arranged between the two main beam side plates, the upper and the lower sides of the main beam internal webplate are respectively fixed and connected with the inner sides of the main beam upper plate and the main beam lower plate, the two ends of the main beam internal webplate are provided with lifting holes, and the two sides of the main beam internal webplate are provided with main beam inner lining ribs which are vertical to the main beam internal webplate. The building concrete pile detection device has the advantages of small volume, light weight, high strength, good rigidity as well as convenient and simple transportation, lifting and use.
Description
Technical field
The utility model relates to a kind of building concrete stake checkout gear.
Background technology
In building construction process, for the quality that guarantees to build, must carry out bearing capacity to basic concrete stake detects, common detection method is the crossbeam of upper fixed in the concrete stake, on the concrete stake, put jack under the crossbeam, exert pressure for the concrete stake and detect its pressure-bearing situation with jack.The crossbeam of this detection concrete stake usefulness all is huge i iron usually, and is bulky, from great, poor rigidity, construction technology complexity.
Summary of the invention
The purpose of this utility model provide a kind of volume little, from heavy and light, good rigidly, building concrete stake checkout gear simple in structure, easy to use.
For achieving the above object, the utility model is by the following technical solutions:
Building concrete stake checkout gear described in the utility model comprises a girder and two auxiliary girders, two auxiliary girders are installed in the two ends of girder respectively, and be provided with vertical with girder, the two ends of auxiliary girder fix on the ground by stake muscle fixed station respectively, it is characterized in that: girder comprises by two girder side plates and girder upper plate, the rectangular tubular structure that the girder lower plate is formed by connecting, be provided with the girder endosternum parallel between the two girder side plates with two girder side plates, the dual-side up and down of girder endosternum is fixedly attached to the inboard of girder upper plate and girder lower plate respectively, the two ends of girder endosternum have the main cable and girder hole, are provided with the girder liner rib vertical with the girder endosternum in the both sides of girder endosternum.
Auxiliary girder comprises the rectangular tubular structure that is formed by connecting by two auxiliary girder side plates and auxiliary girder upper plate, auxiliary girder lower plate, be provided with the auxiliary girder endosternum parallel between the two auxiliary girder side plates with two auxiliary girder side plates, the dual-side up and down of auxiliary girder endosternum is fixedly attached to the inboard of auxiliary girder upper plate and auxiliary girder lower plate respectively, the two ends of auxiliary girder endosternum have the auxiliary girder hole for hoist, are provided with the auxiliary girder liner rib vertical with the auxiliary girder endosternum in the both sides of auxiliary girder endosternum.
Described stake muscle fixed station comprises the base plate that has bolt hole, is fixedly connected on the riser on the base plate, and riser is vertical with base plate, has the riser lifting hole(eyelet) on the riser.
The outside in girder upper plate and girder lower plate is welded with the girder stiffener respectively.
After adopting technique scheme, this building concrete stake checkout gear adopts the girder and the auxiliary girder structure of square tube type, not only volume is little, in light weight, intensity big, good rigidly, transporting and hoisting is also convenient, use is simple, endosternum in girder and the auxiliary girder and liner rib can be provided with flexibly according to stressed distribution situation, improve the structural strength of key position.
Description of drawings
Fig. 1 is the plan structure schematic diagram of a kind of embodiment of the utility model;
Fig. 2 is the structural representation of girder;
Fig. 3 is the side structure schematic diagram of girder;
Fig. 4 is the structural representation of auxiliary girder;
Fig. 5 is the side structure schematic diagram of auxiliary girder;
Fig. 6 is a structural representation of muscle fixed station;
Fig. 7 is a structural representation of muscle fixed station side.
The specific embodiment
The utility model will be further described below in conjunction with the drawings and specific embodiments.
As shown in Figure 1, building concrete stake checkout gear described in the utility model comprises a girder 1 and two auxiliary girders 2, two auxiliary girders 2 be installed in respectively girder 1 two ends and with girder 1 vertical setting, the two ends of auxiliary girder 2 fix on the ground by stake muscle fixed station 6 respectively, certainly, all be provided with a muscle fixed station 6 at the two ends of each auxiliary girder 2, in order to express conveniently, a stake muscle fixed station 6 has only drawn among Fig. 1.
When using, position intermediate is placed jack below girder 1, and the centre position of auxiliary girder 2 is pressed in the two ends of girder 1, and then stake muscle fixed station 6 is pressed in the end of auxiliary girder 2, and with bolt stake muscle fixed station 6 is fixed on the ground.
As Fig. 2, shown in Figure 3, girder 1 comprises the rectangular tubular structure that is formed by connecting by two girder side plates 11 and girder upper plate 12, girder lower plate 13, be provided with the girder endosternum 14 parallel between the two girder side plates 11 with two girder side plates 11, the dual-side up and down of girder endosternum 14 is fixedly attached to the inboard of girder upper plate 12 and girder lower plate 13 respectively, girder endosternum 14 be preferably disposed on two girder side plates 11 middle, jack stress point directly over, the stressed of jack is distributed on the whole girder equably.The two ends of girder endosternum 14 have main cable and girder hole 15, are convenient to grab in work progress hang operation.Be provided with the girder liner rib 17 vertical with girder endosternum 14 in the both sides of girder endosternum 14.Girder liner rib 17 the structural strength that can further improve girder is set, and the increase of overall weight is seldom, the position of girder liner rib 17 and quantity can be provided with flexibly according to the length and the stressing conditions of girder.For the bigger girder of length, can also respectively weld a girder stiffener 16 in the outside of girder upper plate 12 and girder lower plate 13, can improve the intensity of girder so more.
As Fig. 4, shown in Figure 5, the structure and the girder of auxiliary girder 2 are similar, and just the volume of auxiliary girder 2 is littler.Auxiliary girder 2 comprises the rectangular tubular structure that is formed by connecting by two auxiliary girder side plates 21 and auxiliary girder upper plate 22, auxiliary girder lower plate 23, be provided with the auxiliary girder endosternum 24 parallel between the two auxiliary girder side plates 21 with two auxiliary girder side plates 21, the dual-side up and down of auxiliary girder endosternum 24 is fixedly attached to the inboard of auxiliary girder upper plate 22 and auxiliary girder lower plate 23 respectively, the two ends of auxiliary girder endosternum 24 have auxiliary girder hole for hoist 25, are provided with the auxiliary girder liner rib 27 vertical with auxiliary girder endosternum 24 in the both sides of auxiliary girder endosternum 24.
As Fig. 6, shown in Figure 7, stake muscle fixed station 6 has four, is separately positioned on four ends of two auxiliary girders 2, and stake muscle fixed station 6 comprises the base plate 3 that has bolt hole, is fixedly connected on the riser 4 on the base plate 3, riser 4 is vertical with base plate 3, has riser lifting hole(eyelet) 5 on the riser 4.The effect of stake muscle fixed station 6 is to be pressed on the auxiliary girder 2, and by the bolt in the bolt hole on the ground, thereby whole device is fixed on the ground, and the force reaction that makes jack is in the concrete stake, thereby can detect the ultimate bearing capacity of concrete stake.Riser 4 can be strengthened a structural strength of muscle fixed station 6 on the one hand, and the riser lifting hole(eyelet) 5 on the riser 4 can the aspect boom hoisting be grabbed and hung simultaneously, is convenient to construction operation.
Claims (4)
1, building concrete stake checkout gear, comprise a girder (1) and two auxiliary girders (2), two auxiliary girders (2) are installed in the two ends of girder (1) respectively, and with the vertical setting of girder (1), the two ends of auxiliary girder (2) fix on the ground by stake muscle fixed station (6) respectively, it is characterized in that: girder (1) comprises by two girder side plates (11) and girder upper plate (12), the rectangular tubular structure that girder lower plate (13) is formed by connecting, be provided with the girder endosternum (14) parallel between the two girder side plates (11) with two girder side plates (11), the dual-side up and down of girder endosternum (14) is fixedly attached to the inboard of girder upper plate (12) and girder lower plate (13) respectively, the two ends of girder endosternum (14) have main cable and girder hole (15), are provided with the girder liner rib (17) vertical with girder endosternum (14) in the both sides of girder endosternum (14).
2, building concrete stake checkout gear according to claim 1, it is characterized in that: auxiliary girder (2) comprises by two auxiliary girder side plates (21) and auxiliary girder upper plate (22), the rectangular tubular structure that auxiliary girder lower plate (23) is formed by connecting, be provided with the auxiliary girder endosternum (24) parallel between the two auxiliary girder side plates (21) with two auxiliary girder side plates (21), the dual-side up and down of auxiliary girder endosternum (24) is fixedly attached to the inboard of auxiliary girder upper plate (22) and auxiliary girder lower plate (23) respectively, the two ends of auxiliary girder endosternum (24) have auxiliary girder hole for hoist (25), are provided with the auxiliary girder liner rib (27) vertical with auxiliary girder endosternum (24) in the both sides of auxiliary girder endosternum (24).
3, building concrete stake checkout gear according to claim 1 and 2, it is characterized in that: described stake muscle fixed station (6) comprises the base plate (3) that has bolt hole, is fixedly connected on the riser (4) on the base plate (3), riser (4) is vertical with base plate (3), has riser lifting hole(eyelet) (5) on the riser (4).
4, building concrete stake checkout gear according to claim 1 and 2, it is characterized in that: the outside in girder upper plate (12) and girder lower plate (13) is welded with girder stiffener (16) respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008202249979U CN201362860Y (en) | 2008-12-24 | 2008-12-24 | Building concrete pile detection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008202249979U CN201362860Y (en) | 2008-12-24 | 2008-12-24 | Building concrete pile detection device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201362860Y true CN201362860Y (en) | 2009-12-16 |
Family
ID=41473521
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008202249979U Expired - Fee Related CN201362860Y (en) | 2008-12-24 | 2008-12-24 | Building concrete pile detection device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201362860Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103452146A (en) * | 2013-09-03 | 2013-12-18 | 广州建设工程质量安全检测中心有限公司 | Super-tonnage static load test device |
| CN109653263A (en) * | 2019-02-28 | 2019-04-19 | 南京信息工程大学 | A kind of foundation pile detection device |
-
2008
- 2008-12-24 CN CNU2008202249979U patent/CN201362860Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103452146A (en) * | 2013-09-03 | 2013-12-18 | 广州建设工程质量安全检测中心有限公司 | Super-tonnage static load test device |
| CN103452146B (en) * | 2013-09-03 | 2015-09-30 | 广州建设工程质量安全检测中心有限公司 | A kind of super-tonnage static load test device |
| CN109653263A (en) * | 2019-02-28 | 2019-04-19 | 南京信息工程大学 | A kind of foundation pile detection device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20091216 Termination date: 20121224 |