CN207488078U - Pile pile anti-bending strength testing agency - Google Patents
Pile pile anti-bending strength testing agency Download PDFInfo
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- CN207488078U CN207488078U CN201820215707.8U CN201820215707U CN207488078U CN 207488078 U CN207488078 U CN 207488078U CN 201820215707 U CN201820215707 U CN 201820215707U CN 207488078 U CN207488078 U CN 207488078U
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- pile
- bending strength
- testing agency
- strength testing
- fixing support
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Abstract
The utility model discloses pile pile anti-bending strength testing agencies, including device pedestal, the pile pile being arranged on device pedestal, it is arranged on the fixing support rack of device pedestal side, the jack for connecting the distribution girder being arranged on fixing support rack and being arranged on distribution girder, the distribution girder is equipped with connecting steel wire ropes, the fixing support rack is equipped with haulage cable, described connecting steel wire ropes one end is fixedly connected with distribution girder, the other end is connect with haulage cable, described haulage cable one end is fixedly connected with connecting steel wire ropes, other end connection setting capstan winch, pressure sensor is equipped on the fixing support rack at position corresponding with jack, the pressure sensor is in contact with jack, the beneficial effects of the utility model are：Jack is set on distribution girder, can ensure that the quick of detection process smoothly carries out to providing enough pressure in bending resistance detection process.
Description
Technical field
The utility model is related to construction material detection device technical fields, and in particular to pile pile anti-bending strength testing agency.
Background technology
Pile pile anti-bending strength directly affects the whole stability of building and the quality of construction, does not have on the market at present
The mechanism being specially detected to pile pile anti-bending strength, it is impossible to effectively be detected to pile pile anti-bending strength, in this way to pile pile
Detection bring certain inconvenience, and to influence construction there are certain mass defect in pile pile application process
Quality.
Utility model content
In order to solve the problems in the existing technology, the utility model provides rational in infrastructure, measurement accurately pile pile
Anti-bending strength testing agency.
The technical solution of the utility model is as follows：
Pile pile anti-bending strength testing agency, which is characterized in that including device pedestal, the pile pile being arranged on device pedestal,
The fixing support rack of device pedestal side is arranged on, connect the distribution girder being arranged on fixing support rack and is arranged on distribution is small
Jack on beam, the distribution girder are equipped with connecting steel wire ropes, and the fixing support rack is equipped with haulage cable, described
Connecting steel wire ropes one end with distribution girder be fixedly connected, the other end is connect with haulage cable, described haulage cable one end and
Connecting steel wire ropes are fixedly connected, other end connection setting capstan winch, on the fixing support rack at position corresponding with jack
Equipped with pressure sensor, the pressure sensor is in contact with jack.
The pile pile anti-bending strength testing agency, which is characterized in that on the fixing support rack include firm banking and
Supporting rack on firm banking is set, and support frame as described above is equipped with pin, and passes through pin and be flexibly connected with firm banking；It is described
The top position of supporting rack is equipped with first pulley, and second pulley, the traction are equipped at the top corners position of support frame as described above
Steel wire rope is fixedly connected after capstan winch extraction after second pulley and first pulley with connecting steel wire ropes.
The pile pile anti-bending strength testing agency, which is characterized in that the distribution girder includes crossbeam, is arranged on crossbeam
First longeron of one end and the second longeron for being arranged on the crossbeam other end, the jack are arranged on the middle position of crossbeam.
The pile pile anti-bending strength testing agency, which is characterized in that support pier, institute are fixedly installed on described device pedestal
Adjusting can be put in the enterprising line position of device pedestal by stating support pier.
The pile pile anti-bending strength testing agency, which is characterized in that the fixing support rack is equipped with helper.
The pile pile anti-bending strength testing agency, which is characterized in that the capstan winch is equipped with self-locking handle.
The pile pile anti-bending strength testing agency, which is characterized in that between the connecting steel wire ropes and haulage cable
Equipped with connecting node, and pass through connecting node and be fixedly connected.
The pile pile anti-bending strength testing agency, which is characterized in that the connection between the firm banking and supporting rack
Place is equipped with anti-rotation bolt structure.
The beneficial effects of the utility model are：
1）Jack is set on distribution girder, it can be to providing enough pressure in bending resistance detection process, guarantee detected
The quick of journey smoothly carries out；Connection setting distribution girder, can accurately position test point, is carried on fixing support rack
The convenience of detection and the precision of detection are supplied.
2）Pressure sensor is set on fixing support rack, and pressure sensor is in contact with jack, it can be to detecting
Pressure in journey is accurately measured.
3）Distribution girder is connect, and pass through length of the capstan to haulage cable by connecting steel wire ropes with haulage cable
It is controlled, so as to fulfill the adjusting to distributing small depth of beam so that distribution girder is accurately placed on different pile piles.
4）Support pier is set on device pedestal, and support pier can on device pedestal one end, so as to fulfill to inhomogeneity
Type and various sizes of pile pile are effectively supported.
5）Fixing support rack includes firm banking and supporting rack, and supporting rack can lead to pin and be rotated on firm banking, keep away
Exempt to generate interference in pile pile placement process.
Description of the drawings
Fig. 1 is the overall structure diagram of the utility model；
Fig. 2 is the side structure schematic diagram of the utility model；
In figure：1- device pedestals, 2- support piers, 3- distribution girders, the first longerons of 301-, 302- crossbeams, 303- second are vertical
Beam, 4- pile piles, 5- connecting steel wire ropes, 6- fixing support racks, 601- firm bankings, 602- supporting racks, 7- connecting nodes, 8- tractions
Steel wire rope, 9- helpers, 10- pressure sensors, 11- jack, 12- first pulleys, 13- second pulleys, 14- capstan winches, 15- self-lockings
Handle, 16- pins, 17- anti-rotation bolt structures.
Specific embodiment
Below in conjunction with Figure of description, the utility model is further described.
As shown in Figs. 1-2, pile pile anti-bending strength testing agency, including device pedestal 1, support pier 2, distribution girder 3, first
Longeron 301, crossbeam 302, the second longeron 303, pile pile 4, connecting steel wire ropes 5, fixing support rack 6, firm banking 601, supporting rack
602nd, connecting node 7, haulage cable 8, helper 9, pressure sensor 10, jack 11, first pulley 12, second pulley 13,
Capstan winch 14, self-locking handle 15, pin 16 and anti-rotation bolt structure 17.
Pile pile 4 be arranged on device pedestal 1, fixing support rack 6 be arranged on 1 side of device pedestal, distribution girder 3 connect
It connecing and is arranged on fixing support rack 6, jack 11 is arranged on distribution girder 3, and distribution girder 3 is equipped with connecting steel wire ropes 5, Gu
Supporting rack 6 is determined equipped with haulage cable 8, and 5 one end of connecting steel wire ropes is fixedly connected with distribution girder 3, the other end and traction steel
Cord 8 connects, and 8 one end of haulage cable is fixedly connected with connecting steel wire ropes 5, other end connection setting capstan winch 14, fixed support
With being equipped with pressure sensor 10 at 11 corresponding position of jack on frame 6, pressure sensor 10 is in contact with jack 11.
Include the supporting rack 602 on firm banking 601 and setting firm banking 601, supporting rack 602 on fixing support rack 6
Pin 16 is equipped with, and passes through pin 16 and is flexibly connected with firm banking 601；The top position of supporting rack 602 is equipped with first and slides
12 are taken turns, second pulley 13 is equipped at the top corners position of supporting rack 602, the haulage cable 8 passes through after the extraction of capstan winch 14
It is fixedly connected after crossing second pulley 13 and first pulley 12 with connecting steel wire ropes 5.
Distribution girder 3 includes crossbeam 302, is arranged on first longeron 301 of 302 one end of crossbeam and is arranged on crossbeam 302 another
Second longeron 303 of one end, the jack 11 are arranged on the middle position of crossbeam 302.
Support pier 2 is fixedly installed on device pedestal 1, support pier 2 can put adjusting in 1 enterprising line position of device pedestal.
Fixing support rack 6 is equipped with helper 9.
Capstan winch 14 is equipped with self-locking handle 15.
Connecting node 7 is equipped between connecting steel wire ropes 5 and haulage cable 8, and passes through 7 company of being fixed of connecting node
It connects.
Junction between firm banking 601 and supporting rack 602 is equipped with anti-rotation bolt structure 17.
Operation principle：
Position of the support pier 2 on device pedestal 1 is adjusted first, and pile pile 4 is being placed on by device pedestal 1 by crane
On support pier 2, supporting rack 602 is subjected to rotation and is located at the position directly above of pile pile 4 so that distributing girder 3, adjusts capstan 14,
Distribution 3 height of girder is adjusted by haulage cable 8 and connecting steel wire ropes 5, until distribution girder 3 is accurately located in
On pile pile 4, start jack 11, press to pile pile 4, until pile pile 4 is damaged, while pressure sensor 10 measures pile pile 4
Bending resistance load value.
Claims (8)
1. pile pile anti-bending strength testing agency, which is characterized in that including device pedestal（1）, be arranged on device pedestal（1）On pipe
Stake（4）, be arranged on device pedestal（1）The fixing support rack of side（6）, connection be arranged on fixing support rack（6）On distribution it is small
Beam（3）And it is arranged on distribution girder（3）On jack（11）, the distribution girder（3）It is equipped with connecting steel wire ropes（5）, institute
State fixing support rack（6）It is equipped with haulage cable（8）, the connecting steel wire ropes（5）One end and distribution girder（3）It is fixed to connect
It connects, the other end and haulage cable（8）Connection, the haulage cable（8）One end and connecting steel wire ropes（5）It is fixedly connected, separately
One end connection setting capstan winch（14）, the fixing support rack（6）On with jack（11）Pressure is equipped at corresponding position to pass
Sensor（10）, the pressure sensor（10）With jack（11）It is in contact.
2. pile pile anti-bending strength testing agency according to claim 1, which is characterized in that the fixing support rack（6）On
Including firm banking（601）And setting firm banking（601）On supporting rack（602）, support frame as described above（602）It is equipped with pin
（16）, and pass through pin（16）With firm banking（601）Flexible connection；Support frame as described above（602）Top position be equipped with first
Pulley（12）, support frame as described above（602）Top corners position at be equipped with second pulley（13）, the haulage cable（8）From
Capstan winch（14）By second pulley after extraction（13）And first pulley（12）Afterwards with connecting steel wire ropes（5）It is fixedly connected.
3. pile pile anti-bending strength testing agency according to claim 1, which is characterized in that the distribution girder（3）Including
Crossbeam（302）, be arranged on crossbeam（302）First longeron of one end（301）And it is arranged on crossbeam（302）Second longeron of the other end
（303）, the jack（11）It is arranged on crossbeam（302）Middle position.
4. pile pile anti-bending strength testing agency according to claim 1, which is characterized in that described device pedestal（1）It is upper solid
Support pier is set surely（2）, the support pier（2）It can be in device pedestal（1）Enterprising line position puts adjusting.
5. pile pile anti-bending strength testing agency according to claim 1, which is characterized in that the fixing support rack（6）On
Equipped with helper（9）.
6. pile pile anti-bending strength testing agency according to claim 1, which is characterized in that the capstan winch（14）It is equipped with certainly
Lock handle（15）.
7. pile pile anti-bending strength testing agency according to claim 1, which is characterized in that the connecting steel wire ropes（5）With
Haulage cable（8）Between be equipped with connecting node（7）, and pass through connecting node（7）It is fixedly connected.
8. pile pile anti-bending strength testing agency according to claim 2, which is characterized in that the firm banking（601）With
Supporting rack（602）Between junction be equipped with anti-rotation bolt structure（17）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820215707.8U CN207488078U (en) | 2018-02-07 | 2018-02-07 | Pile pile anti-bending strength testing agency |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820215707.8U CN207488078U (en) | 2018-02-07 | 2018-02-07 | Pile pile anti-bending strength testing agency |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207488078U true CN207488078U (en) | 2018-06-12 |
Family
ID=62458314
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820215707.8U Active CN207488078U (en) | 2018-02-07 | 2018-02-07 | Pile pile anti-bending strength testing agency |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207488078U (en) |
-
2018
- 2018-02-07 CN CN201820215707.8U patent/CN207488078U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 314000 North Side of Muqiaogang Village, Xincheng Street, Xiuzhou District, Jiaxing City, Zhejiang Province Patentee after: Zhejiang Huifeng Construction Engineering Testing Co., Ltd. Address before: 314000 Zhejiang Province, Xiuzhou District, Jiaxing City, East Sheng West Road, Muqiao Port, South Side Patentee before: Jiaxing Huifeng Construction Engineering Inspection Co., Ltd. |