CN209277215U - A kind of rotary digging drilling hole bored concrete pile anchored pile-testing method detection device - Google Patents
A kind of rotary digging drilling hole bored concrete pile anchored pile-testing method detection device Download PDFInfo
- Publication number
- CN209277215U CN209277215U CN201821885060.6U CN201821885060U CN209277215U CN 209277215 U CN209277215 U CN 209277215U CN 201821885060 U CN201821885060 U CN 201821885060U CN 209277215 U CN209277215 U CN 209277215U
- Authority
- CN
- China
- Prior art keywords
- pile
- connecting rod
- pedestal
- reaction beam
- testing method
- 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.)
- Active
Links
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model discloses a kind of rotary digging drilling hole bored concrete pile anchored pile-testing method detection devices, it is intended to provide a kind of install convenient, the reliable rotary digging drilling hole bored concrete pile anchored pile-testing method detection device of reusable and stable structure, its key points of the technical solution are that including horizontally disposed test pile, it further include pedestal, reaction beam, pedestal is equipped with two supports contradicted respectively with test pile bottom surface both ends, the middle part of test pile is equipped with the jack contradicted with reaction beam, the both ends of pedestal are additionally provided with the tensioning apparatus connecting with reaction beam, tensioning apparatus includes the first connector connecting with pedestal, the second connector being connect with reaction beam, first connector includes the first connecting rod of several circular array arrangements, the top of first connecting rod is equipped with the first fixture block, second connector includes the second connecting rod of several circular array arrangements, the bottom of second connecting rod is set There is the second fixture block engaged with the first fixture block, the utility model is suitable for anchored pile-testing method detection technique field.
Description
Technical field
The utility model belongs to anchored pile-testing method detection technique field, refers in particular to a kind of rotary digging drilling hole bored concrete pile anchored pile-testing method detection dress
It sets.
Background technique
Bored concrete pile is concrete perfusion or armored concrete and manufactured stake, foundation design requirement need to carry out bored concrete pile
The anti-disconnected detection of resistance to compression, generallys use anchored pile-testing method reaction beam detection device, but existing structure of the detecting device is complex, installation is not
Just, it is also difficult to directly reuse.
Utility model content
The purpose of the utility model is to provide a kind of install convenients, the reliable rotary digging drilling hole of reusable and stable structure
Bored concrete pile anchored pile-testing method detection device.
Purpose of the utility model is realized as follows: a kind of rotary digging drilling hole bored concrete pile anchored pile-testing method detection device, including water
The test pile of flat setting, it is characterised in that: it further include the pedestal being placed in below test pile, the reaction beam that is placed in above test pile,
Pedestal is equipped with two supports contradicted respectively with test pile bottom surface both ends, and the middle part of test pile is equipped with contradict with reaction beam thousand
Jin top, the both ends of pedestal are additionally provided with the tensioning apparatus connecting with reaction beam, and tensioning apparatus includes the first connection connecting with pedestal
Part, the second connector connecting with reaction beam, the first connector include the first connecting rod of several circular arrays arrangement, and first
The bottom of connecting rod is equipped with the first limited block, and the top of first connecting rod is equipped with the first fixture block, and the first limited block is embedded in pedestal,
Second connector includes the second connecting rod of several circular array arrangements, and the top of the second connecting rod is equipped with the second limited block,
The bottom of second connecting rod is equipped with the second fixture block engaged with the first fixture block, and reaction beam is equipped with the limit passed through for the second connecting rod
Position hole.
The utility model is further arranged to: the radial section of the limit hole is elongated, and the second connecting rod can limit
Position radially slides in hole.
The utility model is further arranged to: the pedestal includes outer metal framework and the steel that is cast in outer metal framework
Reinforced concrete, the first limited block is in armored concrete.
The utility model is further arranged to: the supporting beam for contradicting with reaction beam is additionally provided on the pedestal.
By using above-mentioned technical proposal, structure is simple, safe and reliable, and detection data is accurate and reliable, in test
It is quick for installation, simple, save trouble and labor, and it is reusable.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model;
Fig. 2 is the K of reaction beam in the utility model Fig. 1 to structural schematic diagram;
Appended drawing reference in figure are as follows: 1, test pile;2, pedestal;3, reaction beam;4, support;5, jack;6, first connecting rod;
7, the first limited block;8, the first fixture block;9, the second connecting rod;10, the second limited block;11, the second fixture block;12, limit hole;13,
Outer metal framework;14, armored concrete;15, supporting beam.
Specific embodiment
The utility model is further described with specific embodiment with reference to the accompanying drawing, referring to Fig. 1-2:
A kind of rotary digging drilling hole bored concrete pile anchored pile-testing method detection device, including horizontally disposed test pile 1, it is characterised in that: also
Including the reaction beam 3 for being placed in the pedestal 2 of 1 lower section of test pile, being placed in 1 top of test pile, pedestal 2 is equipped with and 1 bottom surface of test pile
Two supports 4 that both ends contradict respectively, the middle part of test pile 1 are equipped with the jack 5 contradicted with reaction beam 3, and the both ends of pedestal 2 are also
Equipped with the tensioning apparatus connecting with reaction beam 3, tensioning apparatus includes the first connector connecting with pedestal 2, connect with reaction beam 3
The second connector, the first connector includes the first connecting rod 6 of several circular arrays arrangement, the bottom of first connecting rod 6
Equipped with the first limited block 7, the top of first connecting rod 6 is equipped with the first fixture block 8, and in pedestal 2, second connects the first limited block 7
Fitting includes the second connecting rod 9 of several circular array arrangements, and the top of the second connecting rod 9 is equipped with the second limited block 10, the
The bottom of two connecting rods 9 is equipped with the second fixture block 11 engaged with the first fixture block 8, and reaction beam 3 is equipped with to be passed through for the second connecting rod 9
Limit hole 12.
When jack 5 jacks up, reaction beam 3 rises, and second connecting rod is driven to rise, so that the second fixture block 11 and the first card
Block 8 contradicts engaging, and when jack 5 continues force, since reaction beam 3 can not rise again, then reaction beam 3 is capable of providing reversed work
Firmly, so that jack 5 plays lower pressure to test pile 1, so as to strong by the fracture for adjusting the measurement test pile 1 of jack 5
Degree is easy to detection device disassembly and recycling, and structure since the first connector and the second connector are separable structure
Stability is good, and measurement accuracy is high, and the resistance surface of preferred first fixture block 8 and the second fixture block 11 is set as inclined-plane, can increase by the
The engaging stability of one fixture block 8 and the second fixture block 11.
The radial section of the limit hole 12 is elongated, and the second connecting rod 9 can radially slide in limit hole 12, is easy to
The position of the second connecting rod 9 is adjusted, convenient for the snap-fit of the first fixture block 8 and the second fixture block 11.
The pedestal 2 includes the outer armored concrete 14 metal framework 13 and be cast in outer metal framework 13, the first limit
For position block 7 in the armored concrete 14, pedestal 2 has a good structural strength, first connecting rod 6 roll outboard metal framework 13 and
First limited block 7 is in armored concrete 14, it can be ensured that the bonding strength between the first connector and pedestal 2.
It is additionally provided with the supporting beam 15 for contradicting with reaction beam 3 on the pedestal 2, when installation can be preparatory by reaction beam 3
It is placed in supporting beam 15, then adjusts the second connecting rod 9, so that the first fixture block 8 and the second fixture block 11 in vertical direction can be with
Engaging, facilitates adjusting.
Above-described embodiment is only the preferred embodiment of the utility model, not limits the protection model of the utility model according to this
It encloses, therefore: the equivalence changes that all structures, shape, principle according to the utility model are done should all be covered by the protection of the utility model
Within the scope of.
Claims (4)
1. a kind of rotary digging drilling hole bored concrete pile anchored pile-testing method detection device, including horizontally disposed test pile (1), it is characterised in that: also
Including the reaction beam (3) for being placed in pedestal (2) below test pile (1), being placed in above test pile (1), pedestal (2) is equipped with and examination
Two supports (4) that stake (1) bottom surface both ends contradict respectively are tested, the middle part of test pile (1) is very heavy equipped with contradicting with reaction beam (3)
It pushes up (5), the both ends of pedestal (2) are additionally provided with the tensioning apparatus connecting with reaction beam (3), and tensioning apparatus includes connecting with pedestal (2)
The first connector, the second connector for being connect with reaction beam (3), the first connector includes the of several circular arrays arrangements
The bottom of one connecting rod (6), first connecting rod (6) is equipped with the first limited block (7), and the top of first connecting rod (6) is equipped with first
Fixture block (8), for the first limited block (7) in pedestal (2), the second connector includes the second connection of several circular array arrangements
The top of bar (9), the second connecting rod (9) is equipped with the second limited block (10), and the bottom of the second connecting rod (9) is equipped with and the first fixture block
(8) the second fixture block (11) engaged, reaction beam (3) are equipped with the limit hole (12) passed through for the second connecting rod (9).
2. a kind of rotary digging drilling hole bored concrete pile anchored pile-testing method detection device according to claim 1, it is characterised in that: the limit
The radial section in hole (12) is elongated, and the second connecting rod (9) can radially slide in limit hole (12).
3. a kind of rotary digging drilling hole bored concrete pile anchored pile-testing method detection device according to claim 1, it is characterised in that: the pedestal
It (2) include outer metal framework (13) and the armored concrete (14) being cast in outer metal framework (13), the first limited block (7) is embedding
In armored concrete (14).
4. a kind of rotary digging drilling hole bored concrete pile anchored pile-testing method detection device according to claim 1, it is characterised in that: the pedestal
(2) supporting beam (15) for contradicting with reaction beam (3) is additionally provided on.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821885060.6U CN209277215U (en) | 2018-11-15 | 2018-11-15 | A kind of rotary digging drilling hole bored concrete pile anchored pile-testing method detection device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821885060.6U CN209277215U (en) | 2018-11-15 | 2018-11-15 | A kind of rotary digging drilling hole bored concrete pile anchored pile-testing method detection device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209277215U true CN209277215U (en) | 2019-08-20 |
Family
ID=67601356
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201821885060.6U Active CN209277215U (en) | 2018-11-15 | 2018-11-15 | A kind of rotary digging drilling hole bored concrete pile anchored pile-testing method detection device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209277215U (en) |
-
2018
- 2018-11-15 CN CN201821885060.6U patent/CN209277215U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103278384B (en) | Testing device and measuring method for anchorage performance of coal and rock mass in coal mine tunnel | |
CN103776696A (en) | Drawing and shear testing device for geosynthetics | |
CN105510121B (en) | Concrete filled steel tube bow member casing plug joint large eccentricity experimental rig and application method | |
CN105223080B (en) | Evaluation method for jointed rock performance and bolting and grouting effects under compression-shear condition | |
CN104963368A (en) | Large-diameter multiple steel bar anti-floating anchor bearing capacity detecting system and installation method thereof | |
CN103015389A (en) | Multi-layer telescopic multi-point displacement meter anchor head for water-rich soft stratum | |
CN110468888A (en) | A kind of miniature steel pipe stake body displacement monitor and method | |
CN207739295U (en) | A kind of uplift pile detection device | |
CN101851915B (en) | Force measurement pipe pile | |
CN203310698U (en) | Coal mine tunnel coal-rock mass anchoring performance testing device | |
CN209277215U (en) | A kind of rotary digging drilling hole bored concrete pile anchored pile-testing method detection device | |
CN201738301U (en) | Force measuring tubular pile | |
CN105509683B (en) | Displacement measuring device for self-balancing pile testing method | |
CN205062862U (en) | Anchor rod drawing device | |
CN211057882U (en) | Weight box for static load test of building foundation pile | |
CN210803131U (en) | Concrete strength detector for civil construction | |
CN206583692U (en) | A kind of Portable reinforcing steel bar tensile strength detection means | |
CN205483822U (en) | Glass fiber reinforced anti -floating anchor rod resistance to plucking test device | |
CN207211785U (en) | A kind of assembled architecture foundation pole rib precise positioning instrument | |
CN109083210A (en) | It is a kind of for detecting the device of compound base bearing capacity | |
CN206721943U (en) | A kind of pile foundation displacement auxiliary detection device | |
CN209247513U (en) | For measuring the mechanism of curtain wall anti-pull-out property | |
CN109443328B (en) | Prestressed pipeline coordinate positioning ruler and use method thereof | |
CN210486733U (en) | Bridge engineering bored pile hole bottom sediment layer thickness survey device | |
CN210946910U (en) | Anchor rod anti-pulling test displacement observation device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP03 | Change of name, title or address |
Address after: Room 402, Room 405, room 406, room 407, building 3, No. 777, Dongji Avenue, Qujiang District, Quzhou City, Zhejiang Province Patentee after: Zhejiang Jiuyue Construction Management Co.,Ltd. Address before: Room 406, Building 777 Dongjie Avenue, Qujiang District, Quzhou City, Zhejiang Province Patentee before: ZHEJIANG JIUYUAN PROJECT MANAGEMENT CONSULTING Co.,Ltd. |
|
CP03 | Change of name, title or address |