CN207318206U - A kind of regeneration concrete shake table for test piece mould positioning - Google Patents
A kind of regeneration concrete shake table for test piece mould positioning Download PDFInfo
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- CN207318206U CN207318206U CN201721082490.XU CN201721082490U CN207318206U CN 207318206 U CN207318206 U CN 207318206U CN 201721082490 U CN201721082490 U CN 201721082490U CN 207318206 U CN207318206 U CN 207318206U
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- test piece
- table top
- steel plate
- piece mould
- spacing steel
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Abstract
The utility model discloses a kind of regeneration concrete shake table for test piece mould positioning,Table top including placing test piece mould,The table top bottom center is provided with vibrating motor,The lower section of the table top is equipped with several support columns,The support column is connected with vibrating spring,The vibrating spring is fixedly connected with base,Limitting casing is equipped with above the table top,Whole limitting casing inner space is separated into some grid frames equipped with some mouldings in the limitting casing,Cross clamping set clamping is equipped between the moulding mutually abutted,Spacing steel plate is equipped between adjacent net gridiron to separate,The table top is equipped with the grid consistent with grid frame shape and stitches,The spacing steel plate clamp is in grid seam,The table top is equipped with transparent shield,Handle is equipped with the top of the transparent shield,Its structure can guarantee that the uniformity and density of renewable concrete sample vibration,And the needs of meeting while making plurality of specifications test specimen.
Description
Technical field
Regeneration concrete equipment application field is the utility model is related to, more specifically, it relates to which a kind of be used for test specimen mould
Has the regeneration concrete shake table of positioning.
Background technology
Since today's society construction industry flourishes, various types of concrete are obtained for extensive use, in order to ensure
The performance of its regeneration concrete disclosure satisfy that different construction requirements it is necessary to build mold forming to concrete, then to the examination after maintenance
Part carries out correlated performance detection.No matter in laboratory or in building-site, it is required for using shake table and shaping test piece is completed
Jolt ramming step, but shaping test piece is during actual jolt ramming, due to the continuous vibration of shake table, can make mould on table top not
It is disconnected that sliding even bounce occurs, influence to vibrate effect, it is necessary to manually limit the activity of mould, spend human and material resources.
Notification number is that the Chinese patent of CN205333277U discloses a kind of concrete vibrating stand regarding to the issue above, including
Upper table surface and following table, the both ends of the upper table surface slide along its length is provided with fixture block, and the both sides of the upper table surface are outside
Slide is extended to form, the slide is set along upper table surface length direction, and the fixture block is connected with slide sliding, is set on the fixture block
There is the fixed component being fixed on slide.The fixation of fixture block need not be realized by telescopic rod by slide sliding again, therefore put
The test specimen put on the table is just unrestricted, improves the adaptability of shake table.
Although its fixed structure of above-mentioned technical proposal is simple and convenient to operate soon, the consistent effect of vibration standard can be played,
It is that it can only fix a kind of test piece mould of specification in the same time, it is impossible to meet to make plurality of specifications regeneration coagulation at the same time
The demand of native test specimen.
Utility model content
In view of the deficienciess of the prior art, it is used for what test piece mould positioned the purpose of this utility model is to provide a kind of
Regeneration concrete shake table, it meets while makes the requirement of plurality of specifications regeneration concrete test specimen.
The above-mentioned technical purpose of the utility model technical scheme is that：One kind is used for test piece mould
The regeneration concrete shake table of positioning, including the table top of test piece mould is placed, the table top bottom center is provided with vibrating motor,
The lower section of the table top is equipped with several support columns, and the support column is connected with vibrating spring, and the vibrating spring is fixedly connected
There is base, limitting casing is equipped with above the table top, some mouldings are equipped with the limitting casing by whole limitting casing inner space point
Some grid frames are divided into, cross clamping set clamping is equipped between the moulding mutually abutted, limit is equipped between adjacent net gridiron
Position steel plate separates.
By using above technical scheme, since vibrating motor is directly fixedly connected with table top, and on vibrating motor
Lower vibration, the regeneration concrete that closely knit can be placed on table top；At the same time to improve oscillating mass and closely knit efficiency, limitting casing is utilized
And spacing steel plate combination can be with the specification adjusting size of test piece mould into limit space, its grid frame being separated out, solution can not
The problem of manufacturing plurality of specifications regeneration concrete test specimen at the same time.
Further, the limitting casing includes frame of the outer side edges along head and the tail connection, wherein the frame that the frame abuts against
Bar is fixed with the frame inlay card.
By using above technical scheme, the connection mode fixed between frame and moulding for inlay card, is easily installed dismounting
To place the test piece mould of different size, work efficiency is improved.
Further, the moulding is equipped with spiro union portion with the spacing steel plate place of abutting, and the spiro union portion is provided with card slot, institute
Spacing steel plate thickness is stated less than card slot width and is inserted into the card slot, the spacing steel plate is connected with the spiro union portion by bolt
Connect.
By using above technical scheme, only the position-limiting action of only moulding is far from being enough, so on moulding
Dismountable spacing steel plate is additionally arranged, increases the contact area of limitting casing and test piece mould, makes inlay card dynamics bigger so that test specimen
Mould uniformly vibrates in the lattice that spacing steel plate is formed, and can make the regeneration concrete test specimen of plurality of specifications at the same time,
The phenomenon that mould beats, slides, colliding with each other is avoided to occur.
Further, the spacing steel plate is rectangular steel plates, and its width is less than the width of the moulding Grid Edge, it is high
Spend unlimited.
By using above technical scheme, replaceable various sizes of spacing steel plate fixes the test specimen mould of different size
Tool.
Further, the spacing steel plate is equipped with the salient point of antiskid.
By using above technical scheme, increase the frictional force between spacing steel plate and test piece mould, ensure that test piece mould exists
It will not be slid in vibration processes from shake table.
Further, four apex angles of the table top are equipped with strut, and the limitting casing is sheathed on the strut, the branch
Bar is equipped with screw thread, is additionally provided with nut matched with the strut and fixes limitting casing.
By using above technical scheme, by taking rectangular coupon mould as an example, choose suitable spacing steel plate, it is sized can
Limitting casing is locked on table top, its is simple in structure, easy to operate, easily-disassembled.
Further, the table top is equipped with the grid consistent with grid frame shape and stitches, and the spacing steel plate clamp is embedded in institute
State in grid seam.
By using above technical scheme, because spacing steel plate is only fixed by spiro union portion, the fixing shape of grid frame
State is not sufficiently stable, and to prevent spacing steel plate because vibration shifts, during the bottom inlay card of spacing steel plate to grid is stitched, is realized
Further reinforce the effect of limit space.
Further, the table top is equipped with transparent shield, and handle is equipped with the top of the transparent shield.
By using above technical scheme, in use, prevent regeneration concrete may because of vibration and everywhere
Sputter table top, add security, and can be more convenient by handle lifting transparent shield.
In conclusion the utility model has the advantages that：
1st, combine to form limit space by spacing steel plate and limitting casing, its grid frame being separated out can be with test piece mould
Specification adjusting size, i.e., make the regeneration concrete test specimen of plurality of specifications at the same time, avoids test piece mould and slides or mutually collide；
2nd, stitched by the grid on the salient point and table top of antiskid on spacing steel plate, further strengthen limit space, have
Effect prevents spacing steel plate from, there is a phenomenon where departing from, improving vibration uniformity and density with test piece mould；
3rd, by the erection of moulding, spiro union portion and screw thread upright bar, its dismountable structure is easy to dismounting maintenance, and can be more
The test piece mould that different size of spacing steel plate adapts to different size is changed, has the advantages that applicability is wide.
Brief description of the drawings
Fig. 1 is a kind of regeneration concrete shake table overall structure diagram for test piece mould positioning of the utility model；
Fig. 2 is a kind of regeneration concrete shake table part-structure explosion signal for test piece mould positioning of the utility model
Figure；
Fig. 3 is that part-structure is illustrated in a kind of regeneration concrete shake table for test piece mould positioning of the utility model
Figure, indicates limitting casing and strut, and spacing steel plate and moulding and the position relationship of frame；
Fig. 4 is that part-structure is illustrated in a kind of regeneration concrete shake table for test piece mould positioning of the utility model
Figure, indicates the connection structure of moulding, and the connection relation between spacing steel plate and spiro union portion.
In figure：1st, table top；11st, vibrating motor；12nd, support column；13rd, vibrating spring；14th, base；2nd, limitting casing；20th, side
Frame；21st, moulding；211st, clamping set；22nd, spiro union portion；23rd, card slot；24th, grid frame；3rd, spacing steel plate；4th, salient point；5th, strut；
51st, screw thread；52nd, nut；6th, grid stitches；7th, transparent shield；8th, handle.
Embodiment
With reference to the accompanying drawings and examples, the utility model is described in detail.
A kind of regeneration concrete shake table for test piece mould positioning, as depicted in figs. 1 and 2, including for placing examination
The table top 1 of part mould and the base 14 being connected positioned at 1 bottom of table top with table top 1, the bottom center of table top 1 are mounted with vibrating motor
11, vibrating motor 11 is between table top 1 and base 14.In order to keep balancing, four above 1 four corners below of table top and base 14
Angle is respectively symmetrically provided with support column 12, and vibrating spring 13 is all connected between every group of support column 12 between table top 1 and base 14,
After vibrating motor 11 are opened, while drive table top 1 and support column 12 that 1 bottom of table top is attached thereto vibrates, closely knit can place
Regeneration concrete test specimen on the playing surface 1.Because its vibrating spring 13 has preferable cushioning effect, in the closely knit regeneration coagulation of low frequency
Influence of the vibration to base 14 can be reduced in the process of soil.
As depicted in figs. 1 and 2, four vertex in the top of table top 1 upwardly extend the strut 5 being vertically arranged, the top of table top 1
Limitting casing 2 is fixed with, 2 four jiaos of limitting casing is sheathed on strut 5, realizes the connection with table top 1.Limitting casing 2 includes outer side edges edge
The frame 20 of head and the tail connection, and some mouldings 21 are distributed with it, whole 2 inner space of limitting casing is separated into some by moulding 21
Grid frame 24.As shown in Fig. 2, limitting casing 2 is built-in with some cross clamping sets 211,211 four phases of clamping of cross clamping set
The moulding 21 connect is abutted against, meanwhile, four side frame 20 of outside is fixed with the 21 phase inlay card of moulding that it is abutted, and forms above-mentioned grid frame
24.Since common cube mold specification has 200*200*200mm3、150*150*150mm3、100*100*100mm3Deng, because
This, according to common cube mold specification, uses moulding 21 of the length for 50mm, the grid frame 24 that composition width is 50mm.
Since the vertex of grid frame 24 using 211 clamping of clamping set or is bolted, any moulding 21 is detachable,
Suitable for the cube mold of different size.
As shown in Figures 2 and 3, each grid frame 24 is mounted on the spacing steel plate 3 of rectangle and moulding 21 and side in limitting casing 2
Frame 20 is fixedly connected, and grid frame 24 one by one is separated into lattice space independent one by one by spacing steel plate 3.During work, take out
Go out corresponding spacing steel plate 3 and dismantle moulding 21, to adapt to the specification of cube mold so that test piece mould is in spacing steel plate 3
Vibrated in the limit space of formation, so can be manufactured at the same time without influencing to vibrate on the premise of uniformity and density it is more
The regeneration concrete test specimen of a different size.
As shown in Figure 3 and Figure 4, moulding 21 is detachably connected with being equipped with the realization of spiro union portion 22 at the abutting of spacing steel plate 3, spiral shell
The rectangular construction of socket part 22 is simultaneously provided with card slot 23 in side, and the thickness of spacing steel plate 3 is less than 23 width of card slot and just insertion card
In groove 23, spacing steel plate 3 is connected as a single entity with moulding 21 by the screw hole opened up on spacing steel plate 3 and spiro union portion 22, its structure
It is easy to dismount, the convenient various sizes of spacing steel plate 3 of replacement is with strong applicability.Limit space is not destroyed in order to work normally
Closure, the dimension width of its spacing steel plate 3 is less than 21 Grid Edge size of moulding, it is highly unlimited.It is as shown in figure 4, spacing
The salient point 4 of antiskid is additionally provided with steel plate 3, increases the frictional force between spacing steel plate 3 and test piece mould, ensures mould vibrated
It will not come off in journey from table top 1.
6 are stitched with the grid of 2 same shape of limitting casing as shown in Fig. 2, being provided with table top 1, limitting casing 2 is placed in by strut 5
On table top 1, the bottom inlay card of spacing steel plate 3 realizes further reinforcement effect into grid seam 6.In addition, as shown in Fig. 2,
In this embodiment of the utility model, 5 upper end of strut is equipped with screw thread 51, while is rotary with the nut 52 to match with strut 5, will
Limitting casing 2 is placed on table top 1, and after the bottom inlay card of spacing steel plate 3 to grid seam 6, tightens the nut 52 on strut 5 to lock
Limitting casing 2.Its personnel's dismounting simple in structure, easy to operate, ease of use, improves vibration uniformity, regeneration concrete mixes and stirs material
Compactness, ensure test specimen quality.
As shown in Figure 1, being covered with transparent shield 7 on table top 1, the top of transparent shield 7 is equipped with handle 8, saturating by this
Bright protective cover 7 can prevent regeneration concrete may because of vibration and splashes go out table top 1, considerably increase safety in utilization
Degree is saved with material, transparent shield 7 can be more easily lifted using handle 8.
Operation principle：The test piece mould for needing to position is placed between spacing steel plate 3 and is fixed, dismantles spacing steel plate
3, then dismantle moulding 21 and be placed in table top 1 through strut 5 to meet the placement of the mould of multiple and different specifications, then by limitting casing 2
On, spacing 3 bottom inlay card of steel plate is in grid seam 6, and last tightening nuts 52 are fixed and finished so that mould is in spacing 3 shape of steel plate
Into limit space internal vibration, not only ensure that the uniformity and density of vibration, but also can to make plurality of specifications regeneration at the same time mixed
Solidifying soil test specimen.
The above is only the preferred embodiment of the utility model, and the scope of protection of the utility model is not limited merely to
Above-described embodiment, all technical solutions belonged under the utility model thinking belong to the scope of protection of the utility model.It should refer to
Go out, for those skilled in the art, some improvement under the premise of the utility model principle is not departed from and
Retouching, these improvements and modifications also should be regarded as the scope of protection of the utility model.
Claims (8)
1. a kind of regeneration concrete shake table for test piece mould positioning, including place the table top of test piece mould（1）, described
Face（1）Bottom center is provided with vibrating motor（11）, the table top（1）Lower section be equipped with several support columns（12）, the branch
Dagger（12）It is connected with vibrating spring（13）, the vibrating spring（13）It is fixedly connected with base（14）, it is characterised in that：It is described
Table top（1）Top is equipped with limitting casing（2）, the limitting casing（2）It is interior to be equipped with some mouldings（21）By whole limitting casing（2）It is internal empty
Between be separated into some grid frames（24）, the moulding that mutually abuts（21）Between be equipped with cross clamping set（211）Clamping, phase
Adjacent grid frame（24）Between be equipped with spacing steel plate（3）Separate.
A kind of 2. regeneration concrete shake table for test piece mould positioning according to claim 1, it is characterised in that：Institute
State limitting casing（2）Including outer side edges the frame along head and the tail connection（20）, wherein the frame（20）The moulding abutted against（21）With
The frame（20）Inlay card is fixed.
A kind of 3. regeneration concrete shake table for test piece mould positioning according to claim 2, it is characterised in that：Institute
State moulding（21）With the spacing steel plate（3）Spiro union portion is equipped with abutting（22）, the spiro union portion（22）It is provided with card slot（23）, institute
State spacing steel plate（3）Thickness is less than card slot（23）Width is simultaneously inserted into the card slot（23）It is interior, the spacing steel plate（3）With the spiral shell
Socket part（22）It is bolted.
A kind of 4. regeneration concrete shake table for test piece mould positioning according to claim 3, it is characterised in that：Institute
State spacing steel plate（3）For rectangular steel plates, and its width is less than the moulding（21）The width of Grid Edge, it is highly unlimited.
A kind of 5. regeneration concrete shake table for test piece mould positioning according to claim 4, it is characterised in that：Institute
State spacing steel plate（3）It is equipped with the salient point of antiskid（4）.
A kind of 6. regeneration concrete shake table for test piece mould positioning according to claim 1, it is characterised in that：Institute
State table top（1）Four apex angles be equipped with strut（5）, the limitting casing（2）It is sheathed on the strut（5）On, the strut（5）On
Equipped with screw thread（51）, it is additionally provided with and the strut（5）Matched nut（52）Fixed limitting casing（2）.
A kind of 7. regeneration concrete shake table for test piece mould positioning according to claim 1, it is characterised in that：Institute
State table top（1）It is equipped with and grid frame（24）The consistent grid seam of shape（6）, the spacing steel plate（3）Inlay card is in the grid
Seam（6）In.
A kind of 8. regeneration concrete shake table for test piece mould positioning according to claim 1, it is characterised in that：Institute
State table top（1）It is equipped with transparent shield（7）, the transparent shield（7）Top is equipped with handle（8）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721082490.XU CN207318206U (en) | 2017-08-26 | 2017-08-26 | A kind of regeneration concrete shake table for test piece mould positioning |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721082490.XU CN207318206U (en) | 2017-08-26 | 2017-08-26 | A kind of regeneration concrete shake table for test piece mould positioning |
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| Publication Number | Publication Date |
|---|---|
| CN207318206U true CN207318206U (en) | 2018-05-04 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201721082490.XU Active CN207318206U (en) | 2017-08-26 | 2017-08-26 | A kind of regeneration concrete shake table for test piece mould positioning |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112179742A (en) * | 2020-10-19 | 2021-01-05 | 安徽理工大学 | Preparation and bearing test method of coal-rock complex test piece |
| CN114131727A (en) * | 2021-11-12 | 2022-03-04 | 上海建工二建集团有限公司 | Test block vibrating device and assembling method thereof |
-
2017
- 2017-08-26 CN CN201721082490.XU patent/CN207318206U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112179742A (en) * | 2020-10-19 | 2021-01-05 | 安徽理工大学 | Preparation and bearing test method of coal-rock complex test piece |
| CN114131727A (en) * | 2021-11-12 | 2022-03-04 | 上海建工二建集团有限公司 | Test block vibrating device and assembling method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210512 Address after: 226200 room 2002, unit 2, building 15, Yong'an square, Huilong Town, Qidong City, Nantong City, Jiangsu Province Patentee after: Pan Sancai Address before: Xiangyang Industrial Zone, HaiHai Town, Qidong City, Nantong City, Jiangsu Province Patentee before: QIDONG HAIZHONGGANG BUILDING MATERIAL Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210603 Address after: 226200 Dongjiao Industrial Park, Huilong Town, Qidong City, Nantong City, Jiangsu Province Patentee after: Guolong Group Co.,Ltd. Address before: 226200 room 2002, unit 2, building 15, Yong'an square, Huilong Town, Qidong City, Nantong City, Jiangsu Province Patentee before: Pan Sancai |
|
| TR01 | Transfer of patent right |