CN206114393U - Shaping examination mould of preparation concrete sample - Google Patents
Shaping examination mould of preparation concrete sample Download PDFInfo
- Publication number
- CN206114393U CN206114393U CN201621164645.XU CN201621164645U CN206114393U CN 206114393 U CN206114393 U CN 206114393U CN 201621164645 U CN201621164645 U CN 201621164645U CN 206114393 U CN206114393 U CN 206114393U
- Authority
- CN
- China
- Prior art keywords
- frame
- groove
- gusset
- direct
- muscle hole
- 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.)
- Expired - Fee Related
Links
Landscapes
- Sampling And Sample Adjustment (AREA)
Abstract
The utility model provides a shaping examination mould of preparation concrete sample for solve the big problem of current examination model volume. It includes bottom plate, horizontal riser, vertical riser, frame gusset, screw rod and nut, the first direct groove and the direct groove of vertical second that sets up that have horizontal setting on the bottom plate, the direct groove of first direct groove and second is enclosed into two first sample district and second samples that wait the area with the surface of bottom plate and is distinguished, the outside in the direct groove of bottom plate second is equipped with local frame gusset mounting groove, wear the muscle hole in the intermediate position setting of vertical steel sheet, be equipped with an otic placode respectively in the both sides of vertical steel sheet, be provided with on the otic placode and draw the anchor eye, be provided with circular shape frame muscle hole on a gusset, the cartridge of frame gusset is in a gusset mounting groove, the corresponding relation of wearing the muscle hole and putting up the muscle hole is for to set up with the centre of a circle. The frame gusset is the apolegamy part, can match the use according to the reinforcing bar of different specifications, improves flexibility and the convenience used.
Description
Technical field
The utility model belongs to testing of materials sample and makes technical field of mold, is related to a kind of making and tests concrete and steel
The concrete sample shaping die trial of muscle cohesive force.
Background technology
Test concrete and rebar cohesive force needs to make concrete sample, and the concrete sample is generally by concrete and steel
Muscle composition, wherein reinforcing bar is typically centrally located, and the experimentation of test specimen therein has the technical standard of correlation.So, test specimen
Whether manufacturing process standardizes, and directly affects very much for test result has.
Conventional concrete sample shaping die trial, there are the following problems：Need one, do not allow easy mold release, demoulding time is long, time-consuming
Arduously；2nd, reinforcing bar can not be accurately positioned in concrete sample center, cause the standardization of test specimen, uniformity poor, so as to cause steel
There is deviation in reinforced concrete cohesive force test result, it is therefore necessary to utility model one kind can be convenient in demoulding, reinforcing bar is accurate
Positioning, the die trial for being suitable for different bar diameters.
Utility model content
In view of current concrete sample shaping die trial, it is not easy to which the demoulding, reinforcing bar can not be accurately positioned in concrete sample
, there is deviation, it is therefore necessary to utility model one kind being capable of the demoulding so as to cause armored concrete cohesive force test result in center
Facilitate, reinforcing bar be accurately positioned, being suitable for the die trial of different bar diameters.
In order to realize above-mentioned task, the utility model is adopted the following technical scheme that and is achieved：
A kind of shaping die trial for making concrete sample, it is characterised in that：Including base plate, horizontal riser, longitudinal riser, frame
Gusset, screw rod and nut, the upper surface of the base plate is provided with the first direct through groove of horizontally set and longitudinally disposed second and leads directly to
The surface of base plate is surrounded the first sample area and second sample of two homalographics for groove, first direct through groove and the second direct through groove
Area；The frame gusset mounting groove of local is provided with the outside of the direct through groove of the base plate second；
Laterally riser is rectangular steel plates；
Longitudinal riser is rectangular steel plates, arranges in the centre position of longitudinal steel plate and wears muscle hole, in the both sides of longitudinal steel plate point
An otic placode is not provided with, drawing anchor hole has been set on otic placode；The screw rod is oppositely arranged drawing anchor hole and is tightened with nut through two
It is fixed；
The frame muscle hole of circle is provided with frame gusset, being inserted in frame gusset mounting groove for the frame gusset is described to wear
The corresponding relation in muscle hole and frame muscle hole is concentric setting.
Further, the frame gusset is the series specification frame gusset with different-diameter size frame muscle hole.
Beneficial effect：
1st, the die trial is fabricated structure, is easy to assembling and fast demoulding.
2nd, frame gusset is apolegamy part, can carry out apolegamy according to the reinforcing bar of different size and use, and it is flexible that raising is used
Property and convenience.
3rd, die trial base plate is normal structure, it is ensured that the batch uniformity of test specimen and standard, improves the quality of sample.
4th, the storage for being easy to transition to transport after dismounting.
Description of the drawings
Fig. 1 die trial dimensional structure diagrams.
Fig. 2 die trial base plate dimensional structure diagrams.
Fig. 3 die trial base plate top views.
Fig. 4 die trials longitudinal direction riser dimensional structure diagram.
Fig. 5 die trials longitudinal direction riser front view.
The cooperation figure of Fig. 6 base plates and longitudinal riser.
Fig. 7 die trial frame gusset elevation.
The horizontal riser stereogram of Fig. 8 die trials.
The implication of each label is in figure：1 base plate, 11 first direct through groove, 12 second direct through groove, 13 frame gusset mounting grooves,
111 first sample areas, 112 second sample areas, 2 horizontal risers, 3 longitudinal risers, 31 wear muscle hole, 32 otic placodes, 33 drawing anchor holes, 4 framves
Gusset, 41 frame muscle holes, 5 screw rods, 6 nuts.
Particular content of the present utility model is described in more detail below in conjunction with drawings and Examples.
Specific embodiment
Specific embodiment of the present utility model given below, it should be noted that the utility model be not limited to it is following
Specific embodiment, all equivalents done on the basis of technical scheme each fall within protection domain of the present utility model.
Above-mentioned technical proposal is deferred to, as shown in Figures 1 to 8, present embodiment provides a kind of test concrete of making and steel
The concrete sample shaping die trial of muscle cohesive force, including base plate 1, horizontal riser 2, longitudinal riser 3, frame gusset 4, screw rod 5 and spiral shell
Cap 6.
Base plate 1, referring to figs. 2 and 3 base plate 1 is formed using steel plate through machining, is adopted in the upper surface of base plate 1
Milling cutter mills out longitudinally disposed second direct through groove 12 of the first direct through groove 11, two of three horizontally sets, the first direct through groove and
The surface of base plate is surrounded two direct through groove the area of the sample of two homalographics, is labeled as the first sample area 111 and the second sample area
112。
Laterally riser 2 is rectangular steel plates, with reference to Fig. 8.
Longitudinal riser 3 is rectangular steel plates, and the centre position of longitudinal steel plate is provided with two circular holes, to wear muscle hole 31, two
Individual circle is worn muscle hole and is directed at the first sample area and the second sample area, and in longitudinal steel plate an otic placode 32, ear are respectively provided on two sides with
Drawing anchor hole 33 has been set on plate.
Frame gusset 4 is rectangular slab, and the diameter of the frame muscle hole 41 of circle, frame muscle bore dia and reinforcing bar is provided with frame gusset
Equivalent, with reference to Fig. 7.The frame gusset mounting groove 13 of local is provided with the outside of the direct through groove of above-mentioned base plate 1 second, for frame gusset 4
Inserting.
The die trial package assembly is：
Then two pieces of longitudinal lower edge position cards of riser 3 are placed in the second direct through groove 12 of base plate, then by three pieces of horizontal strokes
It is placed in the first direct through groove 11 of base plate to riser lower edge card, between the otic placode that two pairs of opposed is arranged, then screw rod is passed through
Drawing anchor hole 33 between otic placode, with nut fixation is tightened, and the first above-mentioned sample area and the second sample area is formed and is contained,
Pour region.It is different from corresponding frame gusset according to bar diameter, wear muscle on the pin-and-hole on frame gusset and longitudinal steel plate
Hole is correspondingly arranged, and frame gusset is symmetrically placed in the pin-and-hole of base plate, then interts reinforcing bar, and last penetration concrete vibrates
Shaping.
Here illustrates that frame gusset has Multiple Type, and the difference of these gussets is, the diameter in frame muscle hole above
It is different, the size in frame muscle hole and reinforcing bar model are corresponded, the selection of frame gusset is selected according to the model of inserted reinforcing bar
Select.And above-mentioned muscle hole of wearing is equal to or slightly larger than the frame muscle hole of maximum specification, the above-mentioned corresponding relation for wearing muscle hole and frame muscle hole
For concentric setting.
The course of work of the present utility model is as described below：
Reinforcing bar model needed for step 1, foundation experiment, selects the model of pin；
Step 2, longitudinal riser, horizontal riser, frame gusset are inserted into respectively the second direct through groove, the first direct through groove and mounting groove
It is interior, and two pieces of longitudinal risers are tightened into fixation with screw rod and nut；
Step 3, by reinforcing bar along frame muscle hole, wear muscle hole and be inserted in the middle of die trial；
Step 4, mixed concrete is poured in die trial, maintenance shaping of vibrating.
Claims (2)
1. a kind of shaping die trial for making concrete sample, it is characterised in that：It is perpendicular including base plate (1), horizontal riser (2), longitudinal direction
Plate (3), frame gusset (4), screw rod (5) and nut (6), the upper surface of the base plate (1) is provided with the first direct through groove of horizontally set
(11) and longitudinally disposed the second direct through groove (12), the surface of base plate is surrounded two by first direct through groove and the second direct through groove
First sample area (111) and the second sample area (112) of homalographic；The frame gusset of local is provided with the outside of second direct through groove
Mounting groove (13)；
Laterally riser (2) is rectangular steel plates；
Longitudinal riser (3) is rectangular steel plates, arranges in the centre position of longitudinal steel plate and wears muscle hole (31), in the both sides of longitudinal steel plate
Otic placode (32) is respectively equipped with, drawing anchor hole (33) is provided with the otic placode；The screw rod is oppositely arranged drawing anchor hole (33) through two
And tighten fixation with nut；
The frame muscle hole of circle is provided with frame gusset (4), being inserted in frame gusset mounting groove for the frame gusset (4) is described
The corresponding relation in muscle hole and frame muscle hole is worn for concentric setting.
2. a kind of shaping die trial for making concrete sample according to claim 1, it is characterised in that the frame gusset is
Series specification frame gusset with different-diameter size frame muscle hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621164645.XU CN206114393U (en) | 2016-10-25 | 2016-10-25 | Shaping examination mould of preparation concrete sample |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621164645.XU CN206114393U (en) | 2016-10-25 | 2016-10-25 | Shaping examination mould of preparation concrete sample |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206114393U true CN206114393U (en) | 2017-04-19 |
Family
ID=58528246
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621164645.XU Expired - Fee Related CN206114393U (en) | 2016-10-25 | 2016-10-25 | Shaping examination mould of preparation concrete sample |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206114393U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108827748A (en) * | 2018-06-06 | 2018-11-16 | 内蒙古工业大学 | Single PVA fiber is embedded in test piece mould and operation measure in cement-base composite material |
| CN109696149A (en) * | 2019-02-21 | 2019-04-30 | 河海大学 | A kind of early age deformation measuring device of armored concrete and measurement method |
-
2016
- 2016-10-25 CN CN201621164645.XU patent/CN206114393U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108827748A (en) * | 2018-06-06 | 2018-11-16 | 内蒙古工业大学 | Single PVA fiber is embedded in test piece mould and operation measure in cement-base composite material |
| CN108827748B (en) * | 2018-06-06 | 2020-11-03 | 内蒙古工业大学 | Test piece mold for embedding single PVA fiber in cement-based composite material and operation method |
| CN109696149A (en) * | 2019-02-21 | 2019-04-30 | 河海大学 | A kind of early age deformation measuring device of armored concrete and measurement method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103900882B (en) | Rocks test piece mould for the most double fissure rock triaxial compression tests | |
| CN104236976A (en) | Multi-scale mould for making and simulating structural surface of country rock | |
| CN106556541B (en) | It is a kind of for study shearing overall process Rock Joint Plane Morphology Evolution test method | |
| CN206114393U (en) | Shaping examination mould of preparation concrete sample | |
| CN103852371B (en) | Dress sample box is sheared in a kind of coarse-grained soil direct shear test visualization | |
| CN101650283A (en) | Mould for forming axial tensile-strength test piece of cement-based material and test method | |
| CN201525076U (en) | Artificial cement core preparing device | |
| CN201464294U (en) | Device for measuring axial tensile strength of cement-based materials | |
| CN107322763B (en) | Permeable concrete compressive strength test piece forming device and forming method | |
| CN106370498A (en) | Adjustable model for preparation of rock specimen containing cracks and use method thereof | |
| CN104502167B (en) | A kind of mould and method for preparing the artificial core with non-penetrating hole | |
| CN104006992A (en) | Symmetrical layered sample pressing device for triaxial test sample preparation and sample preparation method | |
| CN101762459B (en) | Bonding and drawing test clamp and forming mould for cement mortar | |
| CN108844799B (en) | Soil block sample preparation device | |
| CN105571919A (en) | Ring type sample preparation device for ring shear tests | |
| CN109520793B (en) | Method for manufacturing thickness-adjustable weak interlayer of existing original rock structural surface | |
| CN205607725U (en) | Take and cut experimental system appearance device | |
| CN207423679U (en) | Metal material pin-type carries squeeze test device | |
| CN109142007A (en) | A kind of Effective model testing standard test specimen processing mold and its application method | |
| CN208383560U (en) | A kind of mechanical models for rocks sample standard specimen preparation facilities | |
| CN105241752B (en) | A kind of Forming Limit of Sheet Metals figure test device and its method | |
| CN107838571B (en) | Welding device and welding method for slender thin-wall hollow shaft | |
| CN110027093A (en) | A kind of production technology of the composable mold and application of doubles the beam column composable mold | |
| CN205749052U (en) | A kind of ring type sample preparation device cutting experiment for ring | |
| CN203869923U (en) | Symmetrical layered sample pressing equipment for triaxial test sample preparation |
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: 20170419 Termination date: 20171025 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |