CN207194045U - A kind of building pile foundation dead-load detection device - Google Patents
A kind of building pile foundation dead-load detection device Download PDFInfo
- Publication number
- CN207194045U CN207194045U CN201721193069.6U CN201721193069U CN207194045U CN 207194045 U CN207194045 U CN 207194045U CN 201721193069 U CN201721193069 U CN 201721193069U CN 207194045 U CN207194045 U CN 207194045U
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- secondary beam
- detection device
- load detection
- anchoring pile
- jack
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Abstract
The technical field of dead-load detection device is the utility model is related to, especially a kind of building pile foundation dead-load detection device, it includes girder, balancing weight, jack, sample stake, secondary beam, pull bar, anchor cage, anchoring pile cage bar and anchoring pile；Described secondary beam is horizontally disposed up and down, described secondary beam section is in the v-shaped structure of opening, balancing weight is placed on v-shaped structure top on described secondary beam, v-shaped structure bottom is vertically arranged girder between secondary beam on described secondary beam, the lower end of described girder sets some jack, and the lower end of some jack is fixed on the upper surface of sample stake；Described secondary beam both ends connect anchor cage by pull bar, and the lower end of described anchor cage is fixed in anchoring pile cage bar, and the lower end of described anchoring pile cage bar is fixedly installed on anchoring pile, and described anchoring pile is fixed in earth's surface.The building pile foundation dead-load detection device, it is simple in construction, it is simple to operate, it is practical, testing cost is reduced, it is safe, save the energy.
Description
Technical field
The technical field of dead-load detection device is the utility model is related to, especially a kind of building pile foundation dead-load detection device.
Background technology
With the continuous development of society, building trade has obtained rapid development.To ensure the quality of architectural engineering, building
It is essential to build and carry out detection in work progress to the bearing capacity of ground, pile foundation.At present, static test is detection of pier foundation
A kind of generally acknowledged method of vertical bearing capacity, this method are most directly perceived and most reliable.Wherein, accumulation load method is a kind of main, most normal
The static test detection means of rule.Traditional heap support method is frequently with loading and preloading of the armored concrete pouring weight as ballast platform
Buttress, and counter-force load weight only utilizes heap loading capacity more than ballast platform.When doing dead-load detection, preloading loading is got over
Greatly, buttress is also bigger, the problem of bringing therewith be armored concrete breeding make and turnover caused by consumptive material increase, crane and
Automobile Transportation hoisting cost improves, and then causes solid pollution, exhaust emission, noise pollution, the waste of energy financial resources and potential danger
The problems such as dangerous increase.
Utility model content
The technical problems to be solved in the utility model is：In order to solve to be asked existing for the prior art in above-mentioned background technology
Topic, there is provided a kind of building pile foundation dead-load detection device, it is simple in construction, it is simple to operate, it is practical, reduce testing cost, safety
Property it is high, save the energy.
Technical scheme is used by the utility model solves its technical problem：A kind of building pile foundation dead-load detection device,
Including girder, balancing weight, jack, sample stake, secondary beam, pull bar, anchor cage, anchoring pile cage bar and anchoring pile；Water above and below described secondary beam
Flat to set, described secondary beam section is in the v-shaped structure of opening, and placement balancing weight in v-shaped structure top on described secondary beam is described
V-shaped structure bottom is vertically arranged girder between secondary beam on secondary beam, and the lower end of described girder sets some jack, described
The lower end of some jack is fixed on the upper surface of sample stake；Described secondary beam both ends connect anchor cage by pull bar, described
The lower end of anchor cage be fixed in anchoring pile cage bar, the lower end of described anchoring pile cage bar is fixedly installed on anchoring pile, described anchoring pile
It is fixed in earth's surface.
Further illustrate, in above-mentioned technical proposal, bearing plate is also set up between described some jack and sample stakes；
Uniformly sample stake can so be pressed by bearing plate, improve its pressure and apply uniformity, can also conveniently operated
The pressure detecting of personnel.
Further illustrate, in above-mentioned technical proposal, the horizontally disposed datum line beam in lower end both sides of described bearing plate.
Further illustrate, in above-mentioned technical proposal, pressure sensor, described pressure are fixedly installed on described datum line beam
One end of force snesor sets pressure gauge；It can be changed by the timely observed pressure of pressure gauge.
Further illustrate, in above-mentioned technical proposal, described pull bar upper end passes through backing plate and fixed block after passing through secondary beam
Cooperation is fixedly connected；Operating personnel are facilitated to carry out free handling.
The beneficial effects of the utility model are：The building pile foundation dead-load detection device that the application proposes, simple in construction, operation
Simply, it is practical, testing cost is reduced, it is safe, save the energy.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the required accompanying drawing used is briefly described in description of the prior art, it should be apparent that, drawings in the following description are only
It is some embodiments described in the application, for those of ordinary skill in the art, before creative work is not paid
Put, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is structural representation of the present utility model；
Fig. 2 is Fig. 1 top view.
In accompanying drawing marked as：1st, girder, 2, balancing weight, 3, jack, 4, sample stake, 5, secondary beam, 6, pull bar, 7, anchor
Cage, 8, anchoring pile cage bar, 9, anchoring pile, 10, bearing plate, 11, datum line beam, 12, pressure sensor, 13, pressure gauge, 14, backing plate, 15,
Fixed block.
Embodiment
In order that technical problem, technical scheme and beneficial effect that the utility model solves are more clearly understood, below
With reference to drawings and Examples, the utility model is further elaborated.It should be appreciated that specific implementation described herein
Example only to explain the utility model, is not used to limit the utility model.
In description of the present utility model, it is to be understood that term " side ", " opposite side ", " both sides ", " top ",
The orientation or position relationship of the instruction such as " bottom ", " upper end ", " lower end " are based on orientation shown in the drawings or position relationship, are only
Described for the ease of description the utility model and simplifying, rather than instruction or imply signified device or element must have it is specific
Orientation, with specific azimuth configuration and operation, therefore it is not intended that to limitation of the present utility model.
, it is necessary to which explanation, unless otherwise clearly defined and limited, term " is set in description of the present utility model
Put ", " connection " should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected, or be integrally connected；Can
To be to be joined directly together, can also be indirectly connected by intermediary.For the ordinary skill in the art, can be specific
Situation understands concrete meaning of the above-mentioned term in the utility model.
In this application, secondary beam 5 is using the V-shaped structure in section, it is ensured that secondary beam 5 applies to the pressure of girder 1
Uniformity, while can be by the v-shaped structure top placement balancing weight 2 on secondary beam 5, by the balancing weight 2 for placing different specific weight
To realize different pressure, meet different static load demands.
As depicted in figs. 1 and 2 be a kind of building pile foundation dead-load detection device, including girder 1, balancing weight 2, jack 3,
Sample stake 4, secondary beam 5, pull bar 6, anchor cage 7, anchoring pile cage bar 8 and anchoring pile 9；Secondary beam is horizontally disposed with about 5, and the section of secondary beam 5 is in opening
V-shaped structure, balancing weight 2 is placed on v-shaped structure top on secondary beam 5, and v-shaped structure bottom is vertically set between secondary beam 2 on secondary beam 2
Girder 1 is put, the lower end of girder 1 sets some jack 3, and the lower end of some jack 3 is fixed on the upper surface of sample stake 4；
The both ends of secondary beam 5 connect anchor cage 7 by pull bar 6, and the lower end of anchor cage 7 is fixed in anchoring pile cage bar 8, and the lower end of anchoring pile cage bar 8 is consolidated
Surely it is arranged on anchoring pile 9, anchoring pile 9 is fixed in earth's surface.
Wherein, bearing plate 10 is also set up between some jack 3 and sample stake 4.The lower end both sides of bearing plate 10 are horizontal
Datum line beam 11 is set.Pressure sensor 12 is fixedly installed on datum line beam 11, one end of pressure sensor 12 sets pressure gauge 13.Draw
The upper end of bar 6 is fixedly connected after passing through secondary beam 5 by backing plate 14 with the cooperation of fixed block 15.
See Fig. 1, the V-shaped structure in the section of secondary beam 5, v-shaped structure bottom contacts with girder 1, fully can be applied to load
On girder 1, the balancing weight 2 of different specific weight can be placed in the upper end of v-shaped structure, so can further apply pressure.
Meets the needs of different loads.
See Fig. 2, secondary beam 5 in be arrangeding in parallel up and down, in secondary beam 5V shape structure upper ends balancing weight 2, for lower end master
The pressure of beam 1.
It is above-described, the only preferable embodiment of the utility model, but the scope of protection of the utility model is simultaneously
This is not limited to, any one skilled in the art is in the technical scope that the utility model discloses, according to this reality
It is subject to equivalent substitution or change with new technical scheme and its utility model design, should all covers in protection of the present utility model
Within the scope of.
Claims (5)
- A kind of 1. building pile foundation dead-load detection device, it is characterised in that：Including girder, balancing weight, jack, sample stake, secondary beam, Pull bar, anchor cage, anchoring pile cage bar and anchoring pile；Described secondary beam is horizontally disposed up and down, and described secondary beam section is in the V-arrangement knot of opening Structure, balancing weight is placed on v-shaped structure top on described secondary beam, on described secondary beam v-shaped structure bottom positioned at secondary beam between vertically Girder is set, and the lower end of described girder sets some jack, and the lower end of some jack is fixed on the upper of sample stake On end face；Described secondary beam both ends connect anchor cage by pull bar, and the lower end of described anchor cage is fixed in anchoring pile cage bar, described The lower end of anchoring pile cage bar be fixedly installed on anchoring pile, described anchoring pile is fixed in earth's surface.
- A kind of 2. building pile foundation dead-load detection device according to claim 1, it is characterised in that：Described some jack Bearing plate is also set up between sample stake.
- A kind of 3. building pile foundation dead-load detection device according to claim 2, it is characterised in that：Under described bearing plate Hold the horizontally disposed datum line beam in both sides.
- A kind of 4. building pile foundation dead-load detection device according to claim 3, it is characterised in that：It is solid on described datum line beam Pressure sensor is set surely, and one end of described pressure sensor sets pressure gauge.
- A kind of 5. building pile foundation dead-load detection device according to claim 1, it is characterised in that：Wear described pull bar upper end Cross after secondary beam and be fixedly connected by backing plate with fixed block cooperation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721193069.6U CN207194045U (en) | 2017-09-17 | 2017-09-17 | A kind of building pile foundation dead-load detection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721193069.6U CN207194045U (en) | 2017-09-17 | 2017-09-17 | A kind of building pile foundation dead-load detection device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207194045U true CN207194045U (en) | 2018-04-06 |
Family
ID=61789498
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721193069.6U Expired - Fee Related CN207194045U (en) | 2017-09-17 | 2017-09-17 | A kind of building pile foundation dead-load detection device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207194045U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111501859A (en) * | 2020-04-16 | 2020-08-07 | 福建省永正工程质量检测有限公司 | Self-balancing static load type pile foundation testing device and construction method |
| CN112982514A (en) * | 2021-03-12 | 2021-06-18 | 中科院广州化灌工程有限公司 | Pile static load detection device with combined stress of additional stacking load and dead weight reaction of piled raft plate and method thereof |
-
2017
- 2017-09-17 CN CN201721193069.6U patent/CN207194045U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111501859A (en) * | 2020-04-16 | 2020-08-07 | 福建省永正工程质量检测有限公司 | Self-balancing static load type pile foundation testing device and construction method |
| CN111501859B (en) * | 2020-04-16 | 2021-08-10 | 福建省永正工程质量检测有限公司 | Self-balancing static load type pile foundation testing device and construction method |
| CN112982514A (en) * | 2021-03-12 | 2021-06-18 | 中科院广州化灌工程有限公司 | Pile static load detection device with combined stress of additional stacking load and dead weight reaction of piled raft plate and method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180406 Termination date: 20180917 |