CN206353147U - A kind of light cellular partition board shock resistance and hanging force experimental rig - Google Patents
A kind of light cellular partition board shock resistance and hanging force experimental rig Download PDFInfo
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- CN206353147U CN206353147U CN201621428044.5U CN201621428044U CN206353147U CN 206353147 U CN206353147 U CN 206353147U CN 201621428044 U CN201621428044 U CN 201621428044U CN 206353147 U CN206353147 U CN 206353147U
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- fixed mount
- steel pipe
- shock resistance
- test specimen
- experimental rig
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Abstract
The utility model discloses a kind of light cellular partition board shock resistance and hanging force experimental rig in construction material detection technology field, including concrete pedestal, fixed mount and the assembled partition wall test specimen of batten are separately installed with the top of the concrete pedestal, the assembled partition wall test specimen of the batten is located at the right side of fixed mount, the surface crown of the fixed mount and bottom are separately installed with steel pipe and fixed cross beam, fixing hole is provided with the left and right sides riser of the fixed mount, crossbeam fastener is mounted on the left and right sides riser junction of the steel pipe and fixed cross beam and fixed mount, the middle position of the steel pipe is provided with suspension ring, the bottom of the suspension ring is connected with lifting rope, the bottom of the lifting rope is connected with standard sand pocket, the problem of utility model can effectively solve the problem that different thicknesss of slab and plate long test specimen setting position unbalance stress, through multiple repetition test, equipment performance is stable in process of the test, operation is simple, improve work efficiency.
Description
Technical field
The utility model is related to construction material detection technology field, specially a kind of light cellular partition board shock resistance and hangs
Hang power experimental rig.
Background technology
Light cellular partition board shock resistance and hanging force are the important physical performance indexs of building partition thermal insulation strip plate, are
One of main detection project of each laboratory.But, at present on the market without ripe product for directly being made using unit purchase
With.So, my company testing staff produces light cellular partition board shock resistance and hanging by long-felt and research and design
Power apparatus, this practicality employs a kind of impact test device of use suspension type sand pocket, can effectively solve the problem that different thicknesss of slab and
The problem of plate long test specimen setting position unbalance stress, through multiple repetition test, equipment performance is stable in process of the test, simple to operate
It is easy, improve work efficiency.So, we have proposed a kind of light cellular partition board shock resistance and hanging force experimental rig.
Utility model content
The purpose of this utility model is to provide a kind of light cellular partition board shock resistance and hanging force experimental rig, to solve
The matter partition plate shock resistance and hanging force proposed in certainly above-mentioned background technology is the important thing of building partition thermal insulation strip plate
Performance indications are managed, are one of main detection projects of each laboratory, still, at present on the market without ripe product for using single
The problem of position purchase is directly used.
To achieve the above object, the utility model provides following technical scheme：A kind of light cellular partition board shock resistance and
Fixed mount is separately installed with the top of hanging force experimental rig, including concrete pedestal, the concrete pedestal and batten is assembled
Partition wall test specimen, the assembled partition wall test specimen of the batten is located at the right side of fixed mount, the surface crown of the fixed mount and bottom
It is separately installed with steel pipe and fixed cross beam, the left and right sides riser of the fixed mount and is provided with fixing hole, the steel pipe and solid
Crossbeam fastener is mounted on the left and right sides riser junction for determining crossbeam and fixed mount, the crossbeam fastener is installed
In fixing hole, the middle position of the steel pipe is provided with suspension ring, and the bottom of the suspension ring is connected with lifting rope, the bottom of the lifting rope
Portion is connected with standard sand pocket, and the steel pipe, fixed cross beam, standard sand pocket and lifting rope are respectively positioned on the right side of the assembled partition wall test specimen of batten
Side.
It is preferred that, the fixed cross beam is hot rolling equal angle steel plate.
It is preferred that, the standard sand pocket is that eight groups of note sand mouthful that are evenly distributed are provided with canvas sand pocket, the standard sand pocket.
It is preferred that, the assembled partition wall test specimen of the batten is assembled by three pieces of partition wall test specimens.
It is preferred that, the fixing hole is bolt hole, and the crossbeam fastener is the fastening bolt matched with fixing hole.
Compared with prior art, the beneficial effects of the utility model are：The utility model can effectively solve the problem that different thicknesss of slab
And the problem of plate long test specimen setting position unbalance stress, meet in GB/T23450 and GB/T23451 specifications impact test and hang
Operation is simple in the requirement of extension power experiment, process of the test, can effectively improve operating efficiency.
Brief description of the drawings
Fig. 1 is the utility model structural representation；
Fig. 2 is the utility model side view；
Fig. 3 is the utility model steel plate suspender member structural representation.
In figure：The assembled partition wall test specimen of 1 steel pipe, 2 crossbeam fasteners, 3 fixed cross beams, 4 fixed mounts, 5 battens, 6 standards
Sand pocket, 7 lifting ropes, 8 suspension ring, 9 fixing holes, 10 concrete pedestals.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belongs to the scope of the utility model protection.
Fig. 1-3 are referred to, the utility model provides a kind of technical scheme：A kind of light cellular partition board shock resistance and hanging
Power experimental rig, including concrete pedestal 10, the top of the concrete pedestal 10 is separately installed with fixed mount 4 and batten is assembled
Partition wall test specimen 5, the assembled partition wall test specimen 5 of the batten is located at the right side of fixed mount 4, the surface crown of the fixed mount 4 and
Bottom is separately installed with steel pipe 1 and fixed cross beam 3, the left and right sides riser of the fixed mount 4 and is provided with fixing hole 9, described
Steel pipe 1 and fixed cross beam 3 on the left and right sides riser junction of fixed mount 4 with being mounted on crossbeam fastener 2, the crossbeam
Fastener 2 is installed in fixing hole 9, and the middle position of the steel pipe 1 is provided with suspension ring 8, and the bottom of the suspension ring 8 is connected with
Lifting rope 7, the bottom of the lifting rope 7 is connected with standard sand pocket 6, the steel pipe 1, fixed cross beam 3, standard sand pocket 6 and the equal position of lifting rope 7
In the right side of the assembled partition wall test specimen 5 of batten.
Wherein, the fixed cross beam 3 is hot rolling equal angle steel plate, and its length 1850 is mm, and the standard sand pocket 6 is sail
Eight groups of note sand mouthful that are evenly distributed, and sand pocket suspender belt thickness 6mm, wide 40mm, long 70mm are provided with cloth sand pocket, the standard sand pocket 6,
Equipped with 30kg weights, the standard sand pocket of the following fine sands of particle diameter 2mm is fixed therein the heart away from plate face with diameter 10mm or so rope
On 100mm steel loop, center of gravity when making the sand pocket overhang state is highly located positioned at L/2, and the partition wall test specimen 5 of batten assembly is by three
Block partition wall test specimen is assembled, and plate stitch is bonded with anticracking grout, and jam-packed between plate and plate, seam crossing is overlapped with glass fabric,
And be compacted, struck off with mortar, the fixing hole 9 be bolt hole, the crossbeam fastener 2 be with fixing hole 9 match it is tight
Fixing bolt, is easy to use fastening bolt and is fixed in through fixed cross beam 3, steel pipe 1 and fixing hole 9 on fixed mount 4.
Operation principle：Fixed mount 4 is arranged on concrete pedestal 10, crossbeam fastener 2 passes through fixed cross beam 3 and steel
Pipe 1 is fixed on fixed mount 4 by fixing hole 9, and it is one group of sample to take three pieces of batten, assemble it is simultaneously fixed, adjustment steel pipe 1 with
The assembled partition wall test specimen 5 of batten is fixed on impact test device by the center spacing of fixed cross beam 3, and lifting rope 7 is by standard sand pocket 6
It is fixed on suspension ring 8, a diameter of 50mm of steel pipe 1, wall thickness is 5mm, a length of 1850mm, a length of 500mm of crossbeam fastening bolt bar, directly
Footpath is 16mm, and fixed cross beam 3 uses equilateral 10# hot rolling equal angle steels, and length is 1850mm, and the height of fixed mount 4 is 3500mm, wide
Spend for 1800mm, be made up of specification of 120 × 50 × 5mm channel-section steel, above-mentioned light cellular partition board impact resistance test device（Figure
1）Test method concrete operation step be：It is one group of sample to take three pieces of batten, is assembled and fixed, adjusts steel pipe 1 and fixed horizontal
The center spacing of beam 3 is that plate length subtracts 100mm, i.e.,（L - 100）Mm, plate stitch is bonded with the dedicated mortar being consistent with sheet material material,
Jam-packed between plate and plate, seam crossing is overlapped with glass fabric, and is compacted, struck off with mortar, equipped with 30kg weights, particle diameter after 24h
The standard sand pocket 6 of below 2mm fine sands is fixed therein on steel loop of the heart away from plate face 100mm with diameter 10mm or so rope, is made
Center of gravity when sand pocket overhangs state is highly located positioned at L/2, by radius of rope length along circular arc by sand pocket in the plane vertical with plate face
Inside pull open, center of gravity is improved 500mm (tape measure), then freely swing whereabouts, impact setting position；Above-mentioned light cellular partition board
Hanging force test method concrete operation step is：It is one group of sample to take three pieces of batten, is assembled and fixed, adjusts steel pipe 1 and fixed
The center spacing of crossbeam 3 is that plate length subtracts 100mm, i.e. (L -100) mm, and plate stitch is viscous with the dedicated mortar being consistent with sheet material material
Knot, jam-packed between plate and plate, seam crossing is overlapped with glass fabric, and is compacted, struck off with mortar, in plate at high 1600mm,
Cutting-in is multiplied by the hole that height is multiplied by a width of 50mm × 40mm × 90mm, after clear residual ash, is starched with cement-silicate（Or other bondings
Agent）Bond, steel plate suspender member as shown in Figure 3, after suspender member hole and plate face spacing are 100mm, 24h, check that suspender member is installed
Whether firmly, otherwise reinstall, pass through steel plate suspender member（Fig. 3）Circular hole, points two grades are further applied load, first order loading 500
N, stands 5min, the second level N of loading 500 again, stands plate face around 24h, observation hanging area whether there is width more than more than 0.5mm
Crack.
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 in the case where not departing from principle of the present utility model and spirit a variety of changes, repaiies
Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of light cellular partition board shock resistance and hanging force experimental rig, including concrete pedestal（10）, it is characterised in that：
The concrete pedestal（10）Top be separately installed with fixed mount（4）The assembled partition wall test specimen with batten（5）, the batten spelling
The partition wall test specimen of dress（5）Positioned at fixed mount（4）Right side, the fixed mount（4）Surface crown and bottom be separately installed with steel
Pipe（1）And fixed cross beam（3）, the fixed mount（4）Left and right sides riser on be provided with fixing hole（9）, the steel pipe（1）With
Fixed cross beam（3）With fixed mount（4）Left and right sides riser junction on be mounted on crossbeam fastener（2）, the crossbeam
Fastener（2）It is installed on fixing hole（9）In, the steel pipe（1）Middle position suspension ring are installed（8）, the suspension ring（8）'s
Bottom is connected with lifting rope（7）, the lifting rope（7）Bottom be connected with standard sand pocket（6）, the steel pipe（1）, fixed cross beam（3）、
Standard sand pocket（6）And lifting rope（7）It is respectively positioned on the assembled partition wall test specimen of batten（5）Right side.
2. a kind of light cellular partition board shock resistance according to claim 1 and hanging force experimental rig, it is characterised in that：
The fixed cross beam（3）For hot rolling equal angle steel plate.
3. a kind of light cellular partition board shock resistance according to claim 1 and hanging force experimental rig, it is characterised in that：
The standard sand pocket（6）For canvas sand pocket, the standard sand pocket（6）On be provided with eight groups of note sand mouthful that are evenly distributed.
4. a kind of light cellular partition board shock resistance according to claim 1 and hanging force experimental rig, it is characterised in that：
The assembled partition wall test specimen of the batten（5）It is assembled by three pieces of partition wall test specimens.
5. a kind of light cellular partition board shock resistance according to claim 1 and hanging force experimental rig, it is characterised in that：
The fixing hole（9）For bolt hole, the crossbeam fastener（2）For with fixing hole（9）The fastening bolt matched.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621428044.5U CN206353147U (en) | 2016-12-24 | 2016-12-24 | A kind of light cellular partition board shock resistance and hanging force experimental rig |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621428044.5U CN206353147U (en) | 2016-12-24 | 2016-12-24 | A kind of light cellular partition board shock resistance and hanging force experimental rig |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206353147U true CN206353147U (en) | 2017-07-25 |
Family
ID=59348177
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621428044.5U Expired - Fee Related CN206353147U (en) | 2016-12-24 | 2016-12-24 | A kind of light cellular partition board shock resistance and hanging force experimental rig |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206353147U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109870352A (en) * | 2017-12-04 | 2019-06-11 | 北新集团建材股份有限公司 | A kind of plate hanging force test method |
| CN111751231A (en) * | 2020-05-27 | 2020-10-09 | 国网江苏省电力有限公司扬州供电分公司 | Assembled building external wall panel comprehensive test device |
-
2016
- 2016-12-24 CN CN201621428044.5U patent/CN206353147U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109870352A (en) * | 2017-12-04 | 2019-06-11 | 北新集团建材股份有限公司 | A kind of plate hanging force test method |
| CN111751231A (en) * | 2020-05-27 | 2020-10-09 | 国网江苏省电力有限公司扬州供电分公司 | Assembled building external wall panel comprehensive test device |
| CN111751231B (en) * | 2020-05-27 | 2023-01-06 | 国网江苏省电力有限公司扬州供电分公司 | Assembled building external wall panel comprehensive test device |
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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 |
Granted publication date: 20170725 Termination date: 20201224 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |