CN206070607U - A kind of sedimentation measurement system mounting structure - Google Patents
A kind of sedimentation measurement system mounting structure Download PDFInfo
- Publication number
- CN206070607U CN206070607U CN201621109049.1U CN201621109049U CN206070607U CN 206070607 U CN206070607 U CN 206070607U CN 201621109049 U CN201621109049 U CN 201621109049U CN 206070607 U CN206070607 U CN 206070607U
- Authority
- CN
- China
- Prior art keywords
- reinforcing
- connecting rod
- mounting structure
- measurement system
- sedimentation
- 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
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
A kind of sedimentation measurement system mounting structure, for installing the equipment for determining static load sedimentation, including pile body, if also determining support member including reinforcing body and dry deposition；The reinforcing body is arranged on the pile crown of the pile body；The sedimentation determines support member includes horizontal stand and connecting rod, and the connecting rod one end is fixedly connected with reinforcing body, and the other end is fixed with horizontal stand, and this utility model sound construction, install convenient can ensure that the reliability of settling test data.
Description
Technical field
This utility model is related to a kind of sedimentation measurement system mounting structure.
Background technology
At present, to avoid bearing plate and stake top face position pile body deformation under jack from causing displacement observation data inaccuracy, phase
Close inspection criterion and require that sedimentation determines platform position preferably below stake top 200mm, and measuring point should be firmly secured to pile body.But due to
Pile body side vertical below pile crown, is not intended for fixedly mounting the position of sedimentation measurement apparatus, especially the pile body side of prestressed pile
Face is smooth, directly installs not feasible on pile body.Shang Ruo draws installation site by drilling in stake side, then can destroy stake
Body, the concentration power of pile top load are easily caused crack in pile crown, test failure occur, and pile crown is normally at below earth's surface, by stake side
Pile side soil need to be excavated out certain working place by the impact of soil, punch operation；It is according to bonding method, then insecure, easily
Interference vibrated, long-time or exposes to the weather and comes off.
As test pile load makes pile crown stress concentration occur, and easily there is unbalance stress, easily damage pile crown by pressure appearance test
Failure, reparation pile body not only fail to meet the time limit of a project and increased cost, while the detection data for drawing is discontinuous, have impact on detection data
Integrity.Some areas and coherent detection specification should carry out consolidation process to the pile crown of test pile before requiring test at present,
So as to protect pile crown, protection pile crown that the destruction such as cracking, but the content of pile crown consolidation process are occurred without under jack load effect
Relate only to how to protect pile crown.
Utility model content
Main purpose of the present utility model is to overcome drawbacks described above in prior art, proposes a kind of simple structure, installation
Convenient sedimentation measurement system mounting structure.
This utility model is adopted the following technical scheme that：
A kind of sedimentation measurement system mounting structure, for installing the equipment for determining static load sedimentation, including pile body, its feature exists
In：If also including, reinforcing body and dry deposition determine support member；The reinforcing body is arranged on the pile crown of the pile body；The sedimentation is determined props up
Support member includes horizontal stand and connecting rod, and the connecting rod one end is fixedly connected with reinforcing body, and the other end is fixed with horizontal stand.
Preferably, the two opposite sides of the reinforcing body are arranged with sedimentation at least described in two and determine support member.
Preferably, the reinforcing body includes reinforced mesh and reinforcing frame, and the reinforcing frame is sheathed on outside the pile crown；The reinforcing bar
Mesh sheet is arranged at reinforcing inframe, and described connecting rod one end is formed in one with the reinforced mesh；The reinforcing inframe has poured coagulation
Soil.
Preferably, the reinforcing frame bottom surface is provided with sandstone class sealing coat, and the sandstone class sealing coat is located at outside the pile body
Side.
Preferably, the connecting rod is L-shaped.
Preferably, the connecting rod bottom surface is more than 200mm with reinforcing body top surface distance.
Preferably, the connecting rod other end is to be welded and fixed with the horizontal stand bottom surface.
From above-mentioned to description of the present utility model, compared with prior art, this utility model has following beneficial effect
Really：
1. when this utility model is used, horizontal stand is adjusted to level, you can the instrument and equipment of static load sedimentation will be determined
It is attached on horizontal stand, installs simple, convenient.
2. sedimentation of the present utility model determines support member and reinforced mesh is made in the lump, and its connecting rod is passed through with reinforced mesh
Welded molding, without the need in pile body side borehole damage pile body or using the bonding method being easily disturbed, it is ensured that settling test
The reliability of data.
3. the distance between connecting rod bottom surface and reinforcing body top surface that this utility model sedimentation is determined be more than 200 millimeters,
Meet the requirement of relatively square administrative provisions and inspection criterion.
4. this utility model will settle measure connector and be arranged at pile crown side, and to be symmetrical arranged, be easy to static load to settle
The installation of sensing equipment.
5. sedimentation of the present utility model is determined support member and is fixed with pile crown securely, is not easily susceptible to interference effect, can be made position
Moving observation safety is carried out.
Description of the drawings
Fig. 1 is this utility model structural representation；
Fig. 2 is this utility model top view；
Fig. 3 is the structural representation that sedimentation of the present utility model determines support member；
Wherein：10th, pile body, 11, pile crown, 20, reinforcing body, 21, reinforced mesh, 22, reinforcing frame, 30, sedimentation determines and support
Part, 31, connecting rod, 32, horizontal stand, 40, sandstone class sealing coat.
Specific embodiment
Below by way of specific embodiment, the utility model will be further described.
Referring to figs. 1 to Fig. 3, a kind of sedimentation measurement system mounting structure, for installing the equipment for determining static load sedimentation, including
If pile body 10, reinforcing body 20 and dry deposition determine support member 30.The reinforcing body 20 is arranged on the pile crown 11 at the top of the pile body 10,
The reinforcing body 20 includes reinforcing frame 22 and some reinforced mesh 21 be arrangeding in parallel along 11 axially spaced-apart of pile crown, 22 sets of the reinforcing frame
Outside pile crown, the reinforced mesh 21 is arranged in reinforcing frame 22, and 31 one end of the connecting rod is integrated into the reinforced mesh
Type；Concrete has been poured in the reinforcing frame 22.20 cross section of reinforcing body is rectangle or square, and vertical sectional shape can be
It is square or trapezoidal etc..For square, 20 bottom surface of reinforcing body is provided with sandstone class sealing coat 40 to the reinforced mesh 21, and the sandstone class every
Absciss layer 40 is located on the outside of pile body 10, to cut down the effect of reinforcing body 20 and subjacent bed.Each side of the reinforcing body 20 is respectively provided with
Two sedimentations determine support members 30 so that if dry deposition determines support member 30,11 centrosymmetry of relative pile crown is arranged, can securely with
Reinforcing body 20 is fixedly connected with pile crown 11, is not easily susceptible to external interference impact, it is ensured that displacement observation is carried out safely.The sedimentation is determined
Support member 30 includes horizontal stand 32 and connecting rod 31, and the connecting rod 31 is L-shaped, and its bottom is with reinforced mesh 21 is by welding or matches somebody with somebody
Put elongated reinforcing bar and fix realization and be integrally formed, the other end is vertically connected with horizontal stand 32, the horizontal stand 32 and horizontal plane phase
It is parallel.
Further, 31 bottom surface of connecting rod of the present utility model is more than 200mm with 20 top surface of reinforcing body distance, meets phase
Close the requirement of local administrative provisions and inspection criterion.In view of the easy for installation of field static test equipment, reinforcing body 20 each
32 centre distance reinforcing body of horizontal stand, 20 respective side of side is about 200mm, referring specifically to Fig. 2.
Pile body of the present utility model 10 and reinforcing body 20 are located under earth's surface, and connecting rod 31 is with reinforced mesh 21 in reinforcing body 20
When being fixed on pile crown 11, it is welded and fixed in the lump, without the need for damaging pile body in 10 drilled side part of pile body, and horizontal stand 32 positions jail
Gu, it is not easily susceptible to vibration interference etc., it is ensured that the reliability of sedimentation experiment data.Connecting rod 31 and horizontal stand 32 can be in static loading experiments
Before, temporary weld combination, when this utility model is used, first adjusts horizontal stand 32 to level, then will determine static load sedimentation
Equipment is attached on horizontal stand 32, is installed simple, convenient.
Specific embodiment of the present utility model is above are only, but design concept of the present utility model is not limited thereto,
All changes for carrying out unsubstantiality using this design to this utility model, all should belong to the row for invading this utility model protection domain
For.
Claims (7)
1. a kind of sedimentation measurement system mounting structure, determines the equipment of static load sedimentation, including pile body for installation, and its feature exists
In：If also including, reinforcing body and dry deposition determine support member；The reinforcing body is arranged on the pile crown of the pile body；The sedimentation is determined props up
Support member includes horizontal stand and connecting rod, and the connecting rod one end is fixedly connected with reinforcing body, and the other end is fixed with horizontal stand.
2. one kind as claimed in claim 1 settles measurement system mounting structure, it is characterised in that：The two of the reinforcing body are relative
Side is arranged with sedimentation at least described in two and determines support member.
3. one kind as claimed in claim 1 settles measurement system mounting structure, it is characterised in that：The reinforcing body includes reinforcing bar
Mesh sheet and reinforcing frame, the reinforcing frame are sheathed on outside the pile crown；The reinforced mesh is arranged at reinforcing inframe, described connecting rod one end
It is formed in one with the reinforced mesh；The reinforcing inframe has poured concrete.
4. one kind as claimed in claim 3 settles measurement system mounting structure, it is characterised in that：The reinforcing frame bottom surface is provided with
Sandstone class sealing coat, and the sandstone class sealing coat is on the outside of the pile body.
5. one kind as claimed in claim 1 settles measurement system mounting structure, it is characterised in that：The connecting rod is L-shaped.
6. one kind as claimed in claim 1 settles measurement system mounting structure, it is characterised in that：The connecting rod bottom surface and institute
Reinforcing body top surface distance is stated more than 200mm.
7. one kind as claimed in claim 1 settles measurement system mounting structure, it is characterised in that：The connecting rod other end with
The horizontal stand bottom surface is to be welded and fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621109049.1U CN206070607U (en) | 2016-10-10 | 2016-10-10 | A kind of sedimentation measurement system mounting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621109049.1U CN206070607U (en) | 2016-10-10 | 2016-10-10 | A kind of sedimentation measurement system mounting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206070607U true CN206070607U (en) | 2017-04-05 |
Family
ID=58442051
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621109049.1U Active CN206070607U (en) | 2016-10-10 | 2016-10-10 | A kind of sedimentation measurement system mounting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206070607U (en) |
-
2016
- 2016-10-10 CN CN201621109049.1U patent/CN206070607U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105887947B (en) | A kind of method for correcting error and its deviation correcting device of pile foundation inclination | |
| CN110631560B (en) | Underground excavation interval monitoring and measuring method for subway station in dense building area | |
| CN110485429A (en) | A kind of prestressing force fashioned iron assembled combination inner support construction method | |
| CN106087746A (en) | A kind of cast-in-situ box girder falsework construction method and bridge | |
| CN203222738U (en) | Steel pipe latticed column temporary buttress supporting device | |
| CN104196064B (en) | A kind of retaining wall buckling form experimental rig and installation, test method | |
| CN204098090U (en) | The displacement observation device of pile body is protected in a kind of static loading test | |
| KR101575858B1 (en) | A recovering device and procedure for a differential settlement building | |
| Gao et al. | Influence of Benoto bored pile construction on nearby existing tunnel: A case study | |
| CN206070607U (en) | A kind of sedimentation measurement system mounting structure | |
| CN110965581A (en) | Protection construction method for underground pipeline in subway construction | |
| CN204728333U (en) | A kind of underwater support table foundation ditch leading truck | |
| CN103470036A (en) | Overhanging structure construction method | |
| CN106547960A (en) | A kind of tunnel closes on the construction method of Historical Buildings | |
| CN102927944B (en) | Land movement measuring method and device in large-scale experiment | |
| CN102635132B (en) | Pile body friction resistance meter | |
| CN104929159B (en) | A kind of pattern foundation pit supporting structure pressure-detecting device | |
| CN109883673B (en) | Shed frame test method in pilot tunnel excavation process | |
| CN103147469B (en) | Vertical compression-resistance static load test method for foundation pile of high-rise building | |
| CN207295725U (en) | One kind combination trestle | |
| CN105625463A (en) | Foundation structure of semi-mobile crushing station and foundation construction method | |
| Bradshaw et al. | Load transfer curves from a large-diameter pipe pile in silty soil | |
| CN102286976B (en) | Method for making pile foundation construction follow long steel pile casing construction in karst area | |
| CN105809610A (en) | Evaluation method for evaluating influence of demolished shoring of trench on surrounding stratum | |
| JP2011017218A (en) | Method for installing and recovering earth pressure gauge, and structure for installing the earth pressure gauge |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: Ten, 361000 floor, No. 62 Hubin South Road, Fujian, Xiamen Patentee after: Research Group Co., Ltd. Address before: Ten, 361000 floor, No. 62 Hubin South Road, Fujian, Xiamen Patentee before: Xiamen Building Engineering Detection Center Co., Ltd. |
|
| CP01 | Change in the name or title of a patent holder |