CN103983570A - Device and method for testing shear bond strength of structural adhesive between reinforcement material and concrete - Google Patents
Device and method for testing shear bond strength of structural adhesive between reinforcement material and concrete Download PDFInfo
- Publication number
- CN103983570A CN103983570A CN201410257427.XA CN201410257427A CN103983570A CN 103983570 A CN103983570 A CN 103983570A CN 201410257427 A CN201410257427 A CN 201410257427A CN 103983570 A CN103983570 A CN 103983570A
- Authority
- CN
- China
- Prior art keywords
- cover plate
- concrete
- external corner
- reinforcement material
- supporting plate
- 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.)
- Granted
Links
Landscapes
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The invention discloses a device and a method for testing shear bond strength of a structural adhesive between a reinforcement material and concrete. The device is characterized by comprising an upper rack arranged at the outer edge of an upper concrete block, and a lower rack arranged at the outer edge of a lower concrete block, wherein a V-shaped bump is arranged in the middle position of the bottom surface of the upper rack; a V-shaped groove is formed in the middle position of the top surface of the lower rack and matched with the V-shaped bump of the upper rack; and the V-shaped bump pivots a certain angle around a contact line inside the groove. The test method comprises the following concrete steps: placing the upper rack on the lower rack; placing the V-shaped bump into the V-shaped groove and fixing by using a locating strip; sticking the reinforcement material to the side of the block by using the structural adhesive, wherein the sticking area of the reinforcement material on two blocks is equal; dismantling all locating cover boards and all locating strips on one side of each concrete block after the structural adhesive is completely cured; and exerting pressure, so that the concrete blocks have the trend of pivoting around the contact line of the V-shaped bump, so as to generate shear binding power and work out the shear bond strength when the limit value is destroyed.
Description
The application is to be on November 28th, 2012 applying date, and application number is 2012104939575, and name is called the dividing an application of Chinese invention patent application of structure glue shearing resistance cohesive strength proving installation and method between reinforcement material and concrete.
Technical field
The present invention is mainly used in building in science and technology field, in concrete structure reinforcement transformation, and the device and method of its shearing resistance cohesive strength of test when structure glue bonding and reinforcement material and concrete substrate.
Background technology
In concrete structure engineering strengthening reconstruction project, have need to be on concrete substrate the technical measures of the reinforcement material such as affixing steel plate, composite reinforcing fiber.Such measures pastes reinforcement material on concrete substrate by structure glue, gives full play to the feature that reinforcement material tensile strength is high, reaches the object of reinforcement and strengthening.The key of technique is that the compatible deformation of reinforcement material and concrete substrate is with jointly stressed, and the shear bond power that compatible deformation relies on structure glue to provide completely between the two provides, thereby shearing resistance cohesive strength is to weigh the important indicator of adhesives performance.The performance that between reinforcement material and concrete, structure glue shearing resistance cohesive strength can the most direct reflect structure glue, there is no corresponding assay method at present.
At national standard < < concrete structure reinforcement design specifications > > GB50367-2006, < < building structure strengthening engineering construction quality acceptance specification > > GB50550-2010, the standard < < of Association for Standardization Concrete Structure Strengthening with Carbon Fiber Sheet technical regulation > > CECS146:2003(2007 version) in, performance index about structure glue, have and just draw cohesive strength, the performances such as steel-steel shearing strength, but this important indicator of shearing resistance cohesive strength that all can not reflect reinforcement material and base material.In standard appendix, have " the bonding reinforcement material of structure glue and base material just draw bonding strength test chamber assay method ", in order to evaluation structure glue, just draw cohesive strength, but the normal stress state (shear stress that is parallel to reinforcement material surface) when stressed of the structure glue stress state (perpendicular to the normal stress on reinforcement material surface) in when test and structure is not identical, what just drawing that cohesive strength and shearing resistance cohesive strength reflect is the adhesive property of two different aspects of structure glue.
The method of testing that has tackifier tensile shear strength (rigid material is to rigid material) in mensuration (rigid material is to the rigid material) > of national standard < < tackifier tensile shear strength > GB/T7124-2008, the method is to apply tensile force being parallel on the sample major axes orientation of bonding plane, detect the shear stress of rigid material list overlap joint abutting edge (being steel disc to steel disc or fiberboard to fiberboard), the cohesive strength that has reflected to a certain extent structure glue material itself.But structure is normal when stressed in actual reinforcing engineering, the most direct adhesive property index of structure glue is bondd reinforcement material and the shearing resistance cohesive strength between concrete substrate, because concrete material tensile strength is lower, cannot make the sample of reinforcement material to concrete thin plates by this standard, so intensity index cannot be tested by this standard.The structural adhesive bond performance index of testing in this standard is only the bonding shear strength between reinforcement material and reinforcement material, therefore clearly indicated " can not be as the design stress of structural adhesive bonding from cementing shear resistance value obtaining of single overlap joint " in this standard.
Current have patent of invention " shear strength tester and shearing test method " (patent No.: ZL201010107968.6), be when xoncrete structure adopts the high-strength lath of shallow-layer build-in or surface to paste high-strength lath in Reinforcement of Engineering Structure transformation project, detect instrumentation and the method for bond shear strength between lath and former xoncrete structure.This equipment is divided into dynamometer link, shears support, registration instrument three parts, by screwing dynamometer link bolt, making to shear bracket end opens, the lath that utilizes power transmission boots to prop up to have bondd to its pushing, make it and concrete interface bond damage, the size that adopts the tension-compression sensor test shearing force of establishing in dynamometer link, shows maximum shear stress by registration instrument.This patent of invention adopts the means of local damage, cuts out the reinforcement material of certain area on the member being reinforced, and the shearing resistance cohesive strength of reinforcement material and base material in this areal extent of on-the-spot test can reflect the construction quality of strengthening with external bonding.But this patent of invention only can detect the bond shear strength with certain thickness reinforcement material, need power transmission boots prop up and promote lath makes it and concrete substrate between produce shear failure, during for reinforcement materials such as the less lath of thickness (1～2mm) and fiber cloth (0.111～0.167mm), because being difficult to accomplish only prop up reinforcement material, power transmission boots do not contact concrete, often cannot promote lath or fiber cloth makes it shear failure, the use of the method has certain limitation; While adopting this patent of invention test, the reinforcement material effect of being stressed, is not inconsistent with being subject to the situation of pulling force in Practical Project; While adopting this patent of invention, need cut reinforcement material, not only to reinforcement material be reinforced member and have certain damage, the high temperature producing during cutting can affect the performance of adhesives, affects test result.Therefore this patent of invention can not adapt to the test of structure glue shearing resistance cohesive strength between reinforcement material and concrete completely.
Summary of the invention
The deficiency of shearing resistance cohesive strength detection method when making up the bonding reinforcement material of structure glue and concrete substrate, guarantee the adhesive property of structure glue and the matching of reinforcement material and structure glue, guarantee reinforcing engineering quality, the invention provides proving installation and the method for structure glue shearing resistance cohesive strength between a kind of reinforcement material and concrete.
The technical measures that the present invention takes are, structure glue shearing resistance cohesive strength proving installation between a kind of reinforcement material and concrete, it is characterized in that it comprises is arranged on the upper hanger of concrete test block outer rim and the lower hanger of lower concrete test block outer rim, centre position, upper hanger bottom surface arranges V-arrangement projection, the V-arrangement projection that lower hanger end face centre position arranges v-depression and upper hanger coordinates, V-arrangement projection in groove around osculatory pivotable certain angle.
The concrete feature of this programme also has, described upper hanger comprises the external corner cover plate that is positioned at concrete test block top and the edge of a knife supporting plate that is positioned at concrete test block below, external corner cover plate and edge of a knife supporting plate link together by connection strap at least one, in edge of a knife supporting plate bottom surface, V-arrangement projection are set.
Described lower hanger comprises superposed cutter groove cover plate and the external corner supporting plate that is positioned at bottom, and cutter groove cover plate and external corner supporting plate link together by least one time connection strap; At cutter groove cover plate end face, v-depression is set, V-arrangement projection and v-depression are all arranged in parallel with external corner cover plate.
Upper connection strap be two and be evenly distributed on external corner cover plate and the side parallel with v-depression of edge of a knife supporting plate on; Lower connection strap be two and be evenly distributed on cutter groove cover plate and the side parallel with v-depression of external corner supporting plate on.
On concrete test block, be positioned at external corner cover plate and external corner supporting plate offside arranges respectively positioning cover plate.
Four jiaos of upper hanger and lower hangers arrange four positioning strips, four pilot holes are set on positioning strip, bolt through pilot hole screws in respectively external corner cover plate, edge of a knife supporting plate, on cutter groove cover plate and external corner supporting plate in the corresponding threaded hole arranging by external corner cover plate, edge of a knife supporting plate, cutter groove cover plate, external corner supporting plate and positioning cover plate are integrally fixed together.
The bolt hole of connection strap and positioning strip is strip, can adjust the spacing of supporting plate and cover plate, to adapt to, has the concrete test block of making error.
The height of V-arrangement projection is 10mm, and angle is 80 °～90 °; The recessed degree of depth of v-depression is 3mm, and angle is 110 °～120 °.
The present invention also provides structure glue shearing resistance bond strength testing method between a kind of reinforcement material and concrete, it is characterized in that: upper hanger as claimed in claim 1 and lower hanger are set on two concrete test blocks; Upper hanger is placed on lower hanger V-arrangement projection is placed in v-depression, and use positioning strip that upper hanger and lower hanger is temporary fixed; Adopt structure glue that reinforcement material is pasted to test block side, reinforcement material equates at the bonding area of two test blocks, until structure glue, solidify also maintenance at normal temperatures completely after one week, whole positioning cover plates of dismantling concrete test block one side and all positioning strip, the pressure that utilizes pressing machine or other loading facilities to produce is applied on external corner cover plate and external corner supporting plate, make concrete test block have the trend around V-arrangement projection osculatory pivotable, reinforcement material stops its pivotable, thereby produces shear bond power between reinforcement material and concrete substrate; When shear bond power value of reaching capacity of structure glue is also finally destroyed, can calculate by the bond area of extreme pressure and destruction shearing resistance cohesive strength.
Its concrete feature also has, and V-arrangement projection is positioned at the below at middle part, concrete test block bottom surface, the pressure equal and opposite in direction of shear bond power and loading facilities.
The invention has the beneficial effects as follows: upper hanger and lower hanger form space frame that can fixing concrete reference block, and form space lever system, after loading equipemtn is exerted pressure to external corner cover plate, concrete test block has the trend around edge of a knife supporting plate V-arrangement projection end pivot, makes to produce shearing force between reinforcement material and concrete test block surface.The effect of positioning strip is temporary fixed concrete test block, guarantees that at concrete test block side strengthening with external bonding material, structure glue maintenance and test unit concrete test block does not produce relative displacement in testing machine process in place, and structure glue is not by disturbance.Connection strap, positioning strip are established strip bolt hole, and its effect is to adjust cover plate spacing, to adapt to, have the concrete test block of making error.In test process, connection strap does not stress.After adopting testing machine or other loading facilities to exert pressure to external corner cover plate and external corner supporting plate, produce shear bond power τ (y) between reinforcement material and concrete substrate, its stress is consistent with the stress in engineering.The edge of a knife supporting plate V-type projection osculatory of test unit is positioned at the middle part of concrete test block, the pressure equal and opposite in direction of make a concerted effort T and the testing machine of shear bond power τ (y).When shear bond power value of reaching capacity of structure glue is also finally destroyed, can calculate shearing resistance cohesive strength by the bond area A of extreme pressure N and destruction
f τ.This equipment has simple structure, easy and simple to handle, safe and reliable, be easy to the advantages such as maintenance, during the shearing resistance cohesive strength of test structure glue bond reinforcement material and concrete substrate, the concrete test block close with concrete members to be reinforced with the proportioning of gathering materials that can adopt intensity, so as adhesive property when evaluation structure glue is applied to Practical Project better and with the suitability of reinforcement material.This method of testing test figure is stable, and test method is reliable, is applicable to test the test of structure glue shearing resistance cohesive strength between reinforcement material and concrete.
Stressing conditions is analyzed as follows shown in Fig. 4, and loading equipemtn pressure reaches concrete test block by external corner cover plate (external corner supporting plate), then reaches edge of a knife supporting plate (cutter groove cover plate), and connection strap does not stress in process of the test.Under the effect of pressure, test block has around the trend of V-arrangement projection osculatory (O place) pivotable, and reinforcement material produces pulling force T and stops it to rotate, and produces shear bond power between reinforcement material and concrete substrate.In process of the test, make a concerted effort (the reinforcement material pulling force) of shear bond power, loading equipemtn pressure are around V-arrangement projection osculatory equalising torque, in process of the test until destroy, structure glue detrusion is minimum, therefore test block pivotable is minimum, the making a concerted effort of shear bond power, loading equipemtn pressure are parallel all the time.When test destroys, loading equipemtn extreme pressure is N, structure glue shearing force make a concerted effort (reinforcement material pulling force) be T, the protruding osculatory of edge of a knife supporting plate V-type of test unit is positioned at the middle part of concrete test block, the arm of force of T, N is 75mm, by torque equilibrium equation:
75 * N=75 * T has: T=N
The make a concerted effort pass of (reinforcement material pulling force) T and structure glue shear bond stress τ (y) of structure glue shearing force is:
Structure glue shear bond stress τ (y) is born by structure glue completely, and its stress is consistent with the stress in engineering.
When test specimen destroys, between reinforcement material and concrete, structure glue shearing resistance cohesive strength is:
in formula: A is adhesive surface area.
verification experimental verification situation
Adopt this device and method, the KY-5 type structure glue of Shandong architectural scientific research institute development and production is tested, during check, selecting strength grade is two kinds of concrete test blocks of C20 and C40, to represent two kinds of different project situation.
Selecting strength grade is that the detection data of C20 concrete test block are as follows:
Selecting strength grade is that the detection data of C40 concrete test block are as follows:
Conclusion (of pressure testing)
1 collapse state
The collapse state that this method records is different from < < concrete structure reinforcement design specifications > > GB50367-2006, < < building structure strengthening engineering construction quality acceptance specification > > GB50550-2010, the standard < < of Association for Standardization Concrete Structure Strengthening with Carbon Fiber Sheet technical regulation > > CECS146:2003(2007 version) etc. in standard, adopt the destruction form (being generally concrete base layer tensile failure) while just drawing bonding strength test, collapse state (being generally structure glue and rigid material adhesive surface shear failure or structure glue inter-laminar shear failure) while being also different from tackifier tensile shear strength (rigid material is to rigid material) test in mensuration (rigid material is to rigid material) the > > GB/T7124-2008 of < < tackifier tensile shear strength.
The collapse state that this method records is concrete surface layer shear failure (when concrete strength is lower) or concrete and structure glue bonding plane interface shearing destruction (when concrete strength is higher), destruction homomorphosis with engineering structure, meets engineering actual conditions.(as Fig. 5)
Reinforcement material stress during 2 test
This method is different from while adopting patent of invention " shear strength tester and shearing test method " (patent No.: ZL2010 10107968.6) the test high-strength lath of shallow-layer build-in or surface to paste the cohesive strength of high-strength lath, the situation of the reinforcement material effect of being stressed in testing process, reinforcement material tension power effect during this method test, identical with stress in Practical Project, the result of surveying more can represent engineering actual conditions.
3 detect Data Comparison
The shearing resistance cohesive strength that this method records draws cohesive strength (by the regulation of < < Code for design of concrete structures > > GB50010-2010 than just, during C20, hardness Ageing is got 1.54MPa, during C40, get 2.39MPa) numerical value slightly high, meet concrete shearing intensity a little more than the actual conditions of hardness Ageing.
4 measuring accuracies
The collapse state of test specimen on the same group of this method test is close, and the standard deviation of test result is all less, shows that test figure is stable, and test method is reliable.
5 press close to engineering reality
Shearing strength result is not only relevant with the character of structure glue itself, also relevant with strength grade of concrete.The result of this method test has reflected this actual conditions, and can select according to the difference of Practical Project concrete strength the concrete test block of different intensity grades, to make with engineering reality, more approaches test result, instructs better engineering practice.
Accompanying drawing explanation
Fig. 1 is upper hanger and lower hanging rack structure schematic diagram; Fig. 2 is arranged on the outer upper hanger of concrete test block and lower hanging rack structure schematic diagram; Upper and lower hanger constitutional diagram when Fig. 3 is test; Fig. 4 is force analysis figure; Fig. 5 is reinforcement material stripping damage view under pulling force in Practical Project.
In figure: 1-screw; 2-upper connection strap; 3-external corner cover plate; 4-edge of a knife supporting plate; 5-cutter groove cover plate; 6-external corner supporting plate; 7-positioning strip; 8-positioning cover plate; 9-concrete test block; 10-reinforcement material; 11-loading equipemtn pressure direction; 12-lower connection strap; 13-bolt hole; 14-peels off end; Peel off at diagonal crack place, 15-middle part.
Embodiment
As shown in Figure 1-2, structure glue shearing resistance cohesive strength proving installation between a kind of reinforcement material and concrete, it comprises and is arranged on the upper hanger of concrete test block 9 outer rims and the lower hanger of lower concrete test block 9 outer rims, centre position, upper hanger bottom surface arranges V-arrangement projection, the V-arrangement projection that lower hanger end face centre position arranges v-depression and upper hanger coordinates, V-arrangement projection in groove around osculatory pivotable certain angle.Described upper hanger comprises the external corner cover plate 3 that is positioned at concrete test block 9 tops and the edge of a knife supporting plate 4 that is positioned at concrete test block 9 belows, and external corner cover plate 3 and edge of a knife supporting plate 4 link together by connection strap 2 at least one, in edge of a knife supporting plate 4 bottom surfaces, V-arrangement projection are set; Described lower hanger comprises superposed cutter groove cover plate 5 and the external corner supporting plate 6 that is positioned at bottom, and cutter groove cover plate 5 and external corner supporting plate 6 link together by least one time connection strap 12; At cutter groove cover plate 5 end faces, v-depression is set, V-arrangement projection and v-depression are all arranged in parallel with external corner cover plate 3.Upper connection strap 2 be two and be evenly distributed on external corner cover plate 3 and the side parallel with v-depression of edge of a knife supporting plate 4 on; Lower connection strap 12 be two and be evenly distributed on cutter groove cover plate 5 and the side parallel with v-depression of external corner supporting plate 6 on; On concrete test block 9, be positioned at external corner cover plate 3 and external corner supporting plate 6 offsides arrange respectively positioning cover plate 8.
Four jiaos of upper hanger and lower hangers arrange four positioning strips 7, four pilot holes are set on positioning strip 7, screw 1 through pilot hole screws in respectively external corner cover plate 3, edge of a knife supporting plate 4, in the threaded hole that on cutter groove cover plate 5, external corner supporting plate 6 and positioning cover plate 8, correspondence arranges, by external corner cover plate 3, edge of a knife supporting plate 4, cutter groove cover plate 5, external corner supporting plate 6 and positioning cover plate 8 are integrally fixed together.
Bolt hole on upper connection strap 2 and lower connection strap 12 and positioning strip 7 is strip, can adjust the spacing of external corner supporting plate and edge of a knife supporting plate and cutter groove cover plate and external corner supporting plate, to adapt to, have the concrete test block of making error, in test process, upper connection strap 2, lower connection strap 12 and positioning strip 7 all do not stress.
The height of V-arrangement projection is 10mm, and angle is 80 °～90 °; The recessed degree of depth of v-depression is 3mm, and angle is 110 °～120 °.
As Figure 1-3, the present invention also provides structure glue shearing resistance bond strength testing method between a kind of reinforcement material and concrete, it is characterized in that: upper hanger as claimed in claim 1 and lower hanger are set on two concrete test blocks; Upper hanger is placed on lower hanger V-arrangement projection is placed in v-depression, and use positioning strip 7 that upper hanger and lower hanger is temporary fixed; Adopt structure glue that reinforcement material 10 is pasted to test block side, reinforcement material 10 equates at the bonding area of two test blocks, until structure glue, solidify also maintenance at normal temperatures completely after one week, whole positioning cover plates 8 of dismantling concrete test block one side and all positioning strip 7, the pressure that utilizes pressing machine or other loading facilitieses to produce is applied on the external corner cover plate 3 of opposite side, make concrete test block 9 have the trend around V-arrangement projection osculatory pivotable, reinforcement material stops its pivotable, thereby produces shear bond power between reinforcement material 10 and concrete substrate; When shear bond power value of reaching capacity of structure glue is also finally destroyed, can calculate by the bond area of extreme pressure and destruction shearing resistance cohesive strength.V-arrangement projection is positioned at the below at concrete test block 9 middle parts, bottom surface, the pressure equal and opposite in direction of shear bond power and loading facilities.
1 test is prepared
1.1 on edge of a knife supporting plate and cutter groove cover plate covered with plastic film, in order to avoid adhesives pollutes, plastic sheeting can not affect measuring accuracy simultaneously.
1.2 when test concrete test block used should to adopt the length of side be the test block of 150mm, adhesive property when evaluation structure glue is applied to Practical Project better and with the suitability of reinforcement material, the concrete test block close with concrete members to be reinforced with the proportioning of gathering materials that can adopt intensity.
1.3 are placed in by two concrete test blocks the space that assembly of the present invention assembling forms, by concrete test block build end face and bottom surface is placed in the position over against positioning strip, make it in process of the test all the time in non-direct stress.Two concrete test blocks that align, tight a bolt, and fix concrete test block.
1.4 prepare structure glue by the technological requirement of product description regulation, and bonding process in accordance with regulations sticks on two concrete test block sides by reinforcement material, and reinforcement material is equal at the bonding area of two test blocks, and under normal temperature, maintenance is more than 7 days.
2 test procedures
2.1 are placed in assembly between the bearing plate of testing machine or other loading equipemtn, make on-load pressure active line by connecting the mid point of cover plate.Complete rear dismounting positioning strip in place and positioning cover plate.
2.2 start testing laboratory, and with the speed loading of 0.2～0.5kN/s, now two concrete test blocks have the trend around edge of a knife supporting plate projection osculatory pivotable, and reinforcement material stops it to rotate, and produces thus bonding shearing force between reinforcement material and concrete substrate.
2.3 continue to load until reinforcement material and concrete substrate produce bonding shear failure, because the limit shearing strain of bonding shear failure is little, therefore concrete test block is minimum around edge of a knife supporting plate V-arrangement projection osculatory pivotable in process of the test, reinforcement material is all the time in axis extended state, structure glue is all the time in shearing condition, and both are subject to force direction all parallel with loading equipemtn pressure direction.Extreme pressure value N when record destroys, the physical length of measurement shear breakage
land width
b, the shearing resistance cohesive strength of structure glue bonding and reinforcement material and base material
.
Make some samples for 2.4 every groups, test respectively its shearing resistance cohesive strength, then according to structure glue shearing resistance cohesive strength between the parameter evaluation reinforcement materials such as mean value, standard deviation and concrete.
Claims (8)
1. structure glue shearing resistance cohesive strength proving installation between a reinforcement material and concrete, it is characterized in that it comprises is arranged on the upper hanger of concrete test block outer rim and the lower hanger of lower concrete test block outer rim, centre position, upper hanger bottom surface arranges V-arrangement projection, the V-arrangement projection that lower hanger end face centre position arranges v-depression and upper hanger coordinates, V-arrangement projection in groove around osculatory pivotable certain angle; Described upper hanger comprises the edge of a knife supporting plate that is positioned at the external corner cover plate of concrete test block top and is positioned at concrete test block below, and external corner cover plate and edge of a knife supporting plate link together by connection strap at least one, in edge of a knife supporting plate bottom surface, V-arrangement projection are set; Described lower hanger comprises superposed cutter groove cover plate and the external corner supporting plate that is positioned at bottom, and cutter groove cover plate and external corner supporting plate link together by least one time connection strap; At cutter groove cover plate end face, v-depression is set, V-arrangement projection and external corner cover plate are arranged in parallel; Upper connection strap be two and be evenly distributed on external corner cover plate and the side parallel with v-depression of edge of a knife supporting plate on; Lower connection strap be two and be evenly distributed on cutter groove cover plate and the side parallel with v-depression of external corner supporting plate on; On concrete test block, be positioned at external corner cover plate and external corner supporting plate offside arranges respectively positioning cover plate.
2. structure glue shearing resistance cohesive strength proving installation between reinforcement material according to claim 1 and concrete, it is characterized in that four jiaos of upper hanger and lower hangers arrange four positioning strips, four pilot holes are set on positioning strip, bolt through pilot hole screws in respectively external corner cover plate, edge of a knife supporting plate, on cutter groove cover plate and external corner supporting plate in the corresponding threaded hole arranging by external corner cover plate, edge of a knife supporting plate, cutter groove cover plate, external corner supporting plate and positioning cover plate are integrally fixed together.
3. structure glue shearing resistance cohesive strength proving installation between reinforcement material according to claim 2 and concrete, is characterized in that the bolt hole of connection strap and positioning strip is strip.
4. structure glue shearing resistance cohesive strength proving installation between reinforcement material according to claim 1 and concrete, the height that it is characterized in that V-arrangement projection is 10mm, angle is 80 °～90 °; The recessed degree of depth of v-depression is 3mm, and angle is 110 °～120 °.
5. structure glue shearing resistance bond strength testing method between a reinforcement material and concrete, it is characterized in that: between the reinforcement material arranging on two concrete test blocks and concrete, structure glue shearing resistance cohesive strength proving installation comprises and is arranged on the upper hanger of concrete test block outer rim and the lower hanger of lower concrete test block outer rim, centre position, upper hanger bottom surface arranges V-arrangement projection, the V-arrangement projection that lower hanger end face centre position arranges v-depression and upper hanger coordinates, V-arrangement projection in groove around osculatory pivotable certain angle; Described upper hanger comprises the edge of a knife supporting plate that is positioned at the external corner cover plate of concrete test block top and is positioned at concrete test block below, and external corner cover plate and edge of a knife supporting plate link together by connection strap at least one, in edge of a knife supporting plate bottom surface, V-arrangement projection are set; Described lower hanger comprises superposed cutter groove cover plate and the external corner supporting plate that is positioned at bottom, and cutter groove cover plate and external corner supporting plate link together by least one time connection strap; At cutter groove cover plate end face, v-depression is set, V-arrangement projection and external corner cover plate are arranged in parallel;
Upper hanger is placed on lower hanger V-arrangement projection is placed in v-depression, and use positioning cover plate, positioning strip that upper hanger and lower hanger is temporary fixed; Adopt structure glue that reinforcement material is pasted to test block side, reinforcement material equates at the bonding area of two test blocks, until structure glue, solidify also maintenance at normal temperatures completely after one week, remove whole positioning cover plates and whole positioning strip, the pressure that utilizes pressing machine to produce is applied on external corner cover plate and external corner supporting plate, make concrete test block have the trend around V-arrangement projection osculatory pivotable, reinforcement material stops its pivotable, thereby produces shear bond power between reinforcement material and concrete substrate; When shear bond power value of reaching capacity of structure glue is also finally destroyed, can calculate by the bond area of extreme pressure and destruction shearing resistance cohesive strength.
6. structure glue shearing resistance bond strength testing method between reinforcement material according to claim 5 and concrete, is characterized in that V-arrangement projection is positioned at the below at middle part, concrete test block bottom surface, the pressure equal and opposite in direction of shear bond power and loading facilities.
7. structure glue shearing resistance bond strength testing method between reinforcement material according to claim 5 and concrete, it is characterized in that connection strap be two and be evenly distributed on external corner cover plate and the side parallel with v-depression of edge of a knife supporting plate on; Lower connection strap be two and be evenly distributed on cutter groove cover plate and the side parallel with v-depression of external corner supporting plate on.
8. structure glue shearing resistance bond strength testing method between reinforcement material according to claim 5 and concrete, is characterized in that being positioned at external corner cover plate on concrete test block and external corner supporting plate offside arranges respectively positioning cover plate.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210493957.5A CN102944514B (en) | 2012-11-28 | 2012-11-28 | Device and method for testing shearing resistance adhesive strength of structural adhesive between reinforcement material and concrete |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210493957.5A Division CN102944514B (en) | 2012-11-28 | 2012-11-28 | Device and method for testing shearing resistance adhesive strength of structural adhesive between reinforcement material and concrete |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103983570A true CN103983570A (en) | 2014-08-13 |
| CN103983570B CN103983570B (en) | 2016-03-02 |
Family
ID=47727476
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410257427.XA Expired - Fee Related CN103983570B (en) | 2012-11-28 | 2012-11-28 | Structure glue shearing resistance cohesive strength proving installation between reinforcement material and concrete |
| CN201210493957.5A Expired - Fee Related CN102944514B (en) | 2012-11-28 | 2012-11-28 | Device and method for testing shearing resistance adhesive strength of structural adhesive between reinforcement material and concrete |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210493957.5A Expired - Fee Related CN102944514B (en) | 2012-11-28 | 2012-11-28 | Device and method for testing shearing resistance adhesive strength of structural adhesive between reinforcement material and concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN103983570B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105738280A (en) * | 2016-05-16 | 2016-07-06 | 三友（天津）高分子技术有限公司 | Low-temperature (-40 DEG C) automatic tester and test method for high-strength structure adhesive of automobile |
| CN108801904A (en) * | 2018-04-23 | 2018-11-13 | 郑州经纬西部新型建材科技有限公司 | A kind of selection method suitable for building wall ceramic tile adhesive |
| CN113959942A (en) * | 2021-10-28 | 2022-01-21 | 中铁建工集团有限公司 | Device and method for testing bending bonding strength between reinforcing material and concrete on site |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103983570B (en) * | 2012-11-28 | 2016-03-02 | 山东省建筑科学研究院 | Structure glue shearing resistance cohesive strength proving installation between reinforcement material and concrete |
| CN108732014B (en) * | 2018-05-18 | 2024-05-14 | 中铁九桥工程有限公司 | Detection device and detection method for shear strength of pasting of tetrafluoro plate |
| CN111380898A (en) * | 2018-12-28 | 2020-07-07 | 观致汽车有限公司 | Testing method and testing device for adhesive joint thermal expansion deformation failure |
| CN110144908B (en) * | 2019-05-09 | 2024-03-22 | 中铁二院工程集团有限责任公司 | Construction method of deep grouting reinforcement landslide structure |
| CN112748017A (en) * | 2020-12-28 | 2021-05-04 | 招商局重庆交通科研设计院有限公司 | Method for testing compressive strength of composite structure concrete interface |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1553163A (en) * | 2003-05-31 | 2004-12-08 | 淄博泰宝防伪技术产品有限公司 | Method and tester for testing pressure-sensitive sealing material sealing performance |
| CN1818611A (en) * | 2006-03-21 | 2006-08-16 | 武汉理工大学 | Method for measuring adhering material shearing performance and its experimental device thereof |
| CN101509868A (en) * | 2009-02-18 | 2009-08-19 | 西北农林科技大学 | Method for testing interface shear strength of sample bonded by sealant and bonded substrate |
| CN102944514B (en) * | 2012-11-28 | 2014-07-16 | 山东省建筑科学研究院 | Device and method for testing shearing resistance adhesive strength of structural adhesive between reinforcement material and concrete |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1193537A1 (en) * | 1984-06-28 | 1985-11-23 | Московский Ордена Октябрьской Революции И Ордена Трудового Красного Знамени Институт Стали И Сплавов | Process of manufacturing specimen for determining adhesive strength of cladding layer |
-
2012
- 2012-11-28 CN CN201410257427.XA patent/CN103983570B/en not_active Expired - Fee Related
- 2012-11-28 CN CN201210493957.5A patent/CN102944514B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1553163A (en) * | 2003-05-31 | 2004-12-08 | 淄博泰宝防伪技术产品有限公司 | Method and tester for testing pressure-sensitive sealing material sealing performance |
| CN1818611A (en) * | 2006-03-21 | 2006-08-16 | 武汉理工大学 | Method for measuring adhering material shearing performance and its experimental device thereof |
| CN101509868A (en) * | 2009-02-18 | 2009-08-19 | 西北农林科技大学 | Method for testing interface shear strength of sample bonded by sealant and bonded substrate |
| CN102944514B (en) * | 2012-11-28 | 2014-07-16 | 山东省建筑科学研究院 | Device and method for testing shearing resistance adhesive strength of structural adhesive between reinforcement material and concrete |
Non-Patent Citations (1)
| Title |
|---|
| 梅力彪 等: "碳纤维板与混凝土抗剪粘接性能试验研究", 《广州大学学报(自然科学版)》, vol. 3, no. 03, 31 July 2004 (2004-07-31) * |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105738280A (en) * | 2016-05-16 | 2016-07-06 | 三友（天津）高分子技术有限公司 | Low-temperature (-40 DEG C) automatic tester and test method for high-strength structure adhesive of automobile |
| CN105738280B (en) * | 2016-05-16 | 2018-08-28 | 三友（天津）高分子技术有限公司 | - 40 DEG C of low temperature auto testing instruments and test method for automotive high intensity structure glue |
| CN108801904A (en) * | 2018-04-23 | 2018-11-13 | 郑州经纬西部新型建材科技有限公司 | A kind of selection method suitable for building wall ceramic tile adhesive |
| CN113959942A (en) * | 2021-10-28 | 2022-01-21 | 中铁建工集团有限公司 | Device and method for testing bending bonding strength between reinforcing material and concrete on site |
| CN113959942B (en) * | 2021-10-28 | 2023-08-15 | 中铁建工集团有限公司 | Device and method for testing bending bonding strength between reinforcing material and concrete on site |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102944514A (en) | 2013-02-27 |
| CN102944514B (en) | 2014-07-16 |
| CN103983570B (en) | 2016-03-02 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102944514B (en) | Device and method for testing shearing resistance adhesive strength of structural adhesive between reinforcement material and concrete | |
| US20210364418A1 (en) | Debonding test apparatus for measuring bond strength to concrete | |
| CN103344560B (en) | Method for testing interface bond behavior of CFRP (carbon fiber reinforced polymer) cloth-concrete based on beam specimen | |
| CN106644761B (en) | A kind of test method of measurement rock-concrete interface shearing constitutive relation | |
| CN101923024B (en) | Method for determining elastic modulus and flexural rigidity of reinforced concrete beam with crack | |
| CN101806714B (en) | Beam tester of bonding strength of fibre reinforced composite sheet and concrete | |
| Chataigner et al. | Use of a single lap shear test to characterize composite-to-concrete or composite-to-steel bonded interfaces | |
| CN104777097A (en) | FRP-concrete interface adhesive property testing device and method | |
| CN105784586A (en) | Testing device and method for peeling strength of laminar metal composite material interface | |
| CN104807707A (en) | Testing device and testing method for determining double-side shear performance of FRP (Fiber Reinforced Plastic)-concrete | |
| CN204405516U (en) | A kind of laminated-metal composite interface peel strength testing device | |
| Perret et al. | Experimental determination of the equivalent-layer shear stiffness of CLT through four-point bending of sandwich beams | |
| CN202928939U (en) | Shear-resisting bonding strength testing device of structural adhesive between reinforcing material and concrete | |
| Sciolti et al. | Effect of thermo-hygrometric exposure on FRP, natural stone and their adhesive interface | |
| RU148805U1 (en) | PANEL TEST STAND | |
| CN206300849U (en) | A kind of surrounding hoop type shear box three dimension stress direct shear apparatus | |
| CN203396690U (en) | Carbon fiber cloth-concrete interface adhesive property test device based on beam type test piece | |
| CN110044738B (en) | Fatigue test device with controllable applied multi-axis stress of welding seam and application method thereof | |
| CN113155732B (en) | High-strength steel strand network reinforced ECC (error correction code) and concrete interface performance test method | |
| WO2013030566A1 (en) | Method and apparatus for determining interlaminar shear mechanical properties of composite laminates | |
| CN110530706B (en) | Loading device and test method for double-material interface under normal stress constraint | |
| Wang et al. | Glulam beams adhesively bonded by birch plywood plates in moment-resisting beam-to-beam connections | |
| KR20190064867A (en) | Testing apparatus for membrane corrugation of liquid cargo storage facilities and testing method using this | |
| CN201637656U (en) | Girder type tester of bonding strength between fiber-reinforced compound sheet and concrete | |
| CN203101190U (en) | Test device for simulating temperature shrinkage fracture property of semi-rigidness substrate structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| 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: 20160302 Termination date: 20181128 |