CN207003501U - A kind of static load benchmark beam after improvement - Google Patents
A kind of static load benchmark beam after improvement Download PDFInfo
- Publication number
- CN207003501U CN207003501U CN201720827361.2U CN201720827361U CN207003501U CN 207003501 U CN207003501 U CN 207003501U CN 201720827361 U CN201720827361 U CN 201720827361U CN 207003501 U CN207003501 U CN 207003501U
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- China
- Prior art keywords
- stiffener
- panel
- support panel
- datum line
- line beam
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Abstract
The utility model discloses the static load benchmark beam after a kind of improvement, including datum line beam body, datum line beam body includes measurement panel, the first support panel and the second support panel, measurement panel is fixedly connected between first support panel and the second support panel, stiffener is welded between first support panel and the second support panel, the side of stiffener is fixedly welded on the inner side of measurement panel, and reinforcement is welded between stiffener and measurement panel.Static load benchmark beam after this improvement, on the basis of traditional static load benchmark girder construction, add two structures of stiffener and reinforcement, disperse the power suffered by datum line beam body using stiffener so as to increase the rigidity of whole datum line beam, reinforcement is triangular in shape, stiffener is promoted preferably to play effect so that in the case of relatively light, rigidity greatly enhances whole datum line beam.
Description
Technical field
Architectural engineering pile foundation detection field is the utility model is related to, the static load datum line beam structure after specially a kind of improvement
Part.
Background technology
Static load test be it is current determine that foundation bearing capacity is most direct, most reliable method, in static load test
In, it is arranged on due to detecting by the dial gauge of inspection stake displacement on datum line beam, if datum line beam, which deforms upon, will influence measurement data
Accuracy, so as to influence the reliability of whole static load test, it is therefore desirable to which datum line beam has certain rigidity, at present method
Increase datum line beam rigidity by increasing benchmark cantilever thickness, girder steel weight is significantly lifted, to in-site installation cause it is very big not
Just.
Utility model content
The purpose of this utility model is to provide the static load benchmark beam after a kind of improvement that it is high to possess light and intensity
Advantage, to solve the problems mentioned in the above background technology.
To achieve the above object, the utility model provides following technical scheme：A kind of static load benchmark beam after improvement,
Include measurement panel, the first support panel and the second support panel including datum line beam body described in datum line beam body, described first
Support panel and the second support panel size are identical and be arranged in parallel, solid between first support panel and the second support panel
Surely measurement panel is connected with, the measurement panel is vertically arranged with the first support panel and the second support panel, and described first
Stiffener is welded between support panel and the second support panel, the side of the stiffener is fixedly welded on the interior of measurement panel
Side, the both ends of the stiffener are fixedly connected with the first support panel and the second support panel respectively, the stiffener and measurement
Reinforcement is welded between panel.
Preferably, the datum line beam body stiffener and reinforcement are component made of a kind of steel material.
Preferably, the length-width ratio of the datum line beam body cross-section plate is 1: 1.
Preferably, the stiffener is in wavy setting between the first support panel and the second support panel, and adjacent
Angle between two stiffeners is identical.
Compared with prior art, the beneficial effects of the utility model are：
Static load benchmark beam after improvement of the present utility model, on the basis of traditional static load benchmark girder construction, increase
Stiffener and reinforcement two structures, the wavy design of stiffener to be divided on the inside of whole datum line beam body multiple
Stable triangular structure, disperses the power suffered by datum line beam body so as to increase the rigidity of whole datum line beam using stiffener, adds
Strengthening tendons is triangular in shape, promotes stiffener preferably to play effect so that for whole datum line beam in the case of relatively light, rigidity is big
Big enhancing.
Brief description of the drawings
Fig. 1 is upward view of the present utility model；
Fig. 2 is side view of the present utility model.
In figure：1 datum line beam body, 2 measurement panels, 3 first support panels, 4 second support panels, 5 stiffeners, 6 are strengthened
Muscle.
Embodiment
The accompanying drawing that lower panel will be combined in the utility model embodiment, enters to the technical scheme in the embodiment of the utility model
Row clearly and completely describes, it is clear that and described embodiment is only the utility model part of the embodiment, rather than all
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not making creative work premise
Lower obtained every other embodiment, belong to the scope of the utility model protection.
Fig. 1-2 is referred to, the utility model provides a kind of technical scheme：A kind of static load benchmark beam after improvement, bag
Datum line beam body 1 is included, datum line beam body 1 is component made of a kind of steel material, and magnetic and rigidity are all larger, are easily installed magnetic
Gauge stand and it is easy to process, the length-width ratio of the transversal panel of datum line beam body 1 is 1: 1, and such a cross sectional plates length-width ratio causes whole base
Quasi- beam rigidity is bigger, is not susceptible to deformation, and datum line beam body 1 includes measurement panel 2, the first support panel 3 and the second supporting surface
Plate 4, measurement panel 2 are used to install Magnetic gauge stand, and convenient to be connected with dial gauge, the first support panel 3 and the second support panel 4 are big
It is small identical and be arranged in parallel, measurement panel 2 is fixedly connected between the first support panel 3 and the second support panel 4, measures panel
2 is vertical with the first support panel 3 and the second support panel 4, is welded between the first support panel 3 and the second support panel 4
Stiffener 5, the side of stiffener 5 are fixedly welded on the inner side of measurement panel 2, the both ends of stiffener 5 respectively with the first supporting surface
Plate 3 is fixedly connected with the second support panel 4, and stiffener 5 is between the first support panel 3 and the second support panel 4 along wavy
Set, and the angle between two neighboring stiffener 5 is identical, disperses the power suffered by datum line beam body 1 using stiffener 5 so as to increase
Add the rigidity of whole datum line beam, weld reinforcement 6 between stiffener 5 and measurement panel 2, stiffener 5 and reinforcement 6 are one kind
Component made of steel material, reinforcement 6 is triangular in shape, can strengthen stiffener 5 and measure the connection between panel 2 so that be whole
Datum line beam is on the premise of weight increase is less, significant increase rigidity.
Static load benchmark beam after this improvement, on the basis of traditional static load benchmark girder construction, add the He of stiffener 5
6 two structures of reinforcement, the wavy design of stiffener 5 cause the inner side of whole datum line beam body 1 to be divided into multiple stabilizations
Triangular structure, disperse the power suffered by datum line beam body 1 using stiffener 5 so as to increase the rigidity of whole datum line beam, reinforcement 6
It is triangular in shape, for strengthening the connection between stiffener 5 and datum line beam body 1, promote stiffener 5 preferably to play effect, carry
Rise the rigidity of whole datum line beam.
In summary：Static load benchmark beam after improvement of the present utility model, increase base using wavy stiffener 5
The rigidity of quasi- beam, rigidity increase positive effect, and will not make it that the weight of datum line beam is excessive so that whole datum line beam is in relative matter
In the case of light, rigidity greatly enhances.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out with a variety of changes in the case where not departing from principle of the present utility model and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (4)
1. the static load benchmark beam after a kind of improvement, including datum line beam body (1), it is characterised in that：The datum line beam body
(1) measurement panel (2), the first support panel (3) and the second support panel (4), first support panel (3) and second are included
Support panel (4) size is identical and be arranged in parallel, fixed between first support panel (3) and the second support panel (4) to connect
Measurement panel (2) is connected to, the measurement panel (2) is vertically arranged with the first support panel (3) and the second support panel (4),
Stiffener (5) is welded between first support panel (3) and the second support panel (4), the side of the stiffener (5) is consolidated
Surely the inner side of measurement panel (2) is welded on, the both ends of the stiffener (5) support with the first support panel (3) and second respectively
Panel (4) is fixedly connected, and reinforcement (6) is welded between the stiffener (5) and measurement panel (2).
2. the static load benchmark beam after a kind of improvement according to claim 1, it is characterised in that：The datum line beam body
(1), stiffener (5) and reinforcement (6) are component made of a kind of steel material.
3. the static load benchmark beam after a kind of improvement according to claim 1, it is characterised in that：The datum line beam body
(1) length-width ratio of transversal panel is 1: 1.
4. the static load benchmark beam after a kind of improvement according to claim 1, it is characterised in that：The stiffener (5)
Be in wavy setting between the first support panel (3) and the second support panel (4), and the two neighboring stiffener (5) it
Between angle it is identical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720827361.2U CN207003501U (en) | 2017-07-10 | 2017-07-10 | A kind of static load benchmark beam after improvement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720827361.2U CN207003501U (en) | 2017-07-10 | 2017-07-10 | A kind of static load benchmark beam after improvement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207003501U true CN207003501U (en) | 2018-02-13 |
Family
ID=61453122
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720827361.2U Expired - Fee Related CN207003501U (en) | 2017-07-10 | 2017-07-10 | A kind of static load benchmark beam after improvement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207003501U (en) |
-
2017
- 2017-07-10 CN CN201720827361.2U patent/CN207003501U/en not_active Expired - Fee Related
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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: 20180213 Termination date: 20190710 |