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人造板及飾面人造板電子試驗(yàn)機(jī)

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人造板及飾面人造板電子試驗(yàn)機(jī)1
人造板及飾面人造板電子試驗(yàn)機(jī) 產(chǎn)品詳情

人造板及飾面人造板電子試驗(yàn)機(jī)

        

1.簡(jiǎn)介

人造板及飾面人造板電子試驗(yàn)機(jī)主要用于檢測(cè)人造板和飾面人造板及其制品的三點(diǎn)和四點(diǎn)靜曲強(qiáng)度和彈性模量,內(nèi)膠合強(qiáng)度,內(nèi)結(jié)合強(qiáng)度,表面膠合強(qiáng)度,膠層剪切強(qiáng)度,耐剝離力,握螺釘力及抗拉強(qiáng)度.

 

2.試驗(yàn)方法

GB/T17657 人造板及飾面人造板理化性能試驗(yàn)方法test methods of evaluating the properties of wood-based panels and surface decorated wood-based panels

3.試驗(yàn)介紹

3.1三點(diǎn)彎曲強(qiáng)度和彈性模量測(cè)定:

三點(diǎn)彎曲的靜曲強(qiáng)度和彈性模量,是在兩點(diǎn)支撐的試件中部施加載荷進(jìn)行測(cè)定.靜曲強(qiáng)度是確定試件在載荷作用時(shí)的彎矩和抗彎截面模量之比;彈性模量是確定試件在材料的彈性極限范圍內(nèi),載荷產(chǎn)生的應(yīng)力與應(yīng)變之比. 三點(diǎn)彎曲強(qiáng)度和彈性模量測(cè)定示意圖如下:


變形測(cè)量?jī)x置于支承輥中間,測(cè)量試件變形

3.2 四點(diǎn)彎曲靜曲強(qiáng)度和彈性模量測(cè)定

四點(diǎn)彎曲靜曲強(qiáng)度和彈性模量是在兩點(diǎn)支撐的試件上,距支座三分之一處分別施加相同的載茶進(jìn)行測(cè)定.靜曲強(qiáng)度是確定試件在載荷作用時(shí)的彎矩和抗彎截面模量之比;彈性模量是確定試件在材料的彈性極限范圍內(nèi),載荷產(chǎn)生的應(yīng)力與應(yīng)變之比. 四點(diǎn)彎曲靜曲強(qiáng)度和彈性模量試驗(yàn)示意圖如下:


3.3內(nèi)結(jié)合(膠合)強(qiáng)度

內(nèi)膠合強(qiáng)度是試件表面承受均勻分布的拉力,直至破壞時(shí)的抗拉能力的測(cè)定.內(nèi)膠合強(qiáng)度是垂直于試件表面的破壞力的試件面積之比.試樣尺寸為50x50mm. 內(nèi)膠合強(qiáng)度試驗(yàn)示意圖如下:


: 1------金屬卡頭     2------卡頭(金屬、硬木或硬木膠合板)    3------硬木膠合板卡頭(不適用于薄板)    4------試件       5------自動(dòng)調(diào)心球窩連接    t15mm

3.4表面膠合強(qiáng)度測(cè)定-----方法1

表面膠合強(qiáng)度是指板表面層的刨花或纖維與下層材料之間(未飾面板)或飾面材料與基材之間(飾面板)的粘結(jié)強(qiáng)度或粘結(jié)質(zhì)量,用表面層垂直于板面破壞拉力與試件膠合面積之比表示。該方法適用于未飾面的刨花板、纖維板、水泥刨花板以及非單板飾面的人造板。表面膠合強(qiáng)度測(cè)定-----方法1示意圖如下:


3.4表面膠合強(qiáng)度測(cè)定-----方法2 示意圖如下


 

3.5 膠合強(qiáng)度測(cè)定

膠合強(qiáng)度是通過(guò)拉力載荷使試件的膠層產(chǎn)生剪切破壞,以確定單板類人造板的膠合質(zhì)量。試件尺寸為100mm長(zhǎng),25mm寬。試驗(yàn)時(shí),把試件兩端夾緊于試驗(yàn)機(jī)的活動(dòng)夾具中,成一直線,試件中心應(yīng)通過(guò)試驗(yàn)機(jī)活動(dòng)夾具的軸線。夾持部位與試件槽口的距離應(yīng)在5mm范圍內(nèi)。

3.6 膠層剪切強(qiáng)度測(cè)定

膠層剪切強(qiáng)度測(cè)定是對(duì)試件逐漸施加壓縮載荷使膠層產(chǎn)生剪切破壞,以確定膠合質(zhì)量。膠層剪切強(qiáng)度測(cè)定示意圖如下:


3.7耐剝離力測(cè)定

耐剝離力用于測(cè)定剝離表面層所需的力,適用于聚氯乙烯薄膜飾面人造板。試樣長(zhǎng)度100mm,寬度25mm.耐剝離力測(cè)定示意圖如下:


3.8 握螺釘力測(cè)定

握螺釘力用于確定拔出擰入規(guī)定深度的自攻螺釘所需的力,握螺釘力測(cè)定示意圖如下:


3.9抗拉強(qiáng)度測(cè)定

抗拉強(qiáng)度用于確定試件拉伸載荷與試件橫截面積之比。抗拉強(qiáng)度試件圖如下:


3.10 順紋抗壓強(qiáng)度測(cè)定

順紋抗壓強(qiáng)度可確定順紋壓縮載荷與試件橫截面積之比,試件長(zhǎng)23mm,寬15mm,15mm,長(zhǎng)度方向?yàn)轫樇y方向。

4.試驗(yàn)機(jī)技術(shù)參數(shù)

序號(hào)

項(xiàng)目

規(guī)格

1

試驗(yàn)力

20KN及以下

30/50KN

100KN

2

試驗(yàn)力測(cè)量范圍

1%-99%FS

3

試驗(yàn)力測(cè)量準(zhǔn)確度

優(yōu)于示值±1%

4

橫梁位移測(cè)量精度

0.01mm

5

位移測(cè)量準(zhǔn)確度

±1%

6

變形測(cè)量范圍

0.4%-99%FS

7

變形測(cè)量精度

±0.5%

8

變形分辨率

0.01mm

9

力控速率調(diào)節(jié)范圍

0.005-5%FS/S

10

力控速率相對(duì)誤差

±1%設(shè)定值以內(nèi)

11

變形速率調(diào)節(jié)范圍

0.02-5%FS/S

12

變形控制速率相對(duì)誤差

速率<0.05FS時(shí),為±2%設(shè)定值以內(nèi);

速率≥0.05FS時(shí),為±0.5%設(shè)定值以內(nèi);

13

橫梁速度測(cè)量范圍

0.001-500mm/min

14

橫梁速度相對(duì)誤差

速率<0.01 mm/min時(shí),設(shè)定值的±1.0%以內(nèi);

速率≥0.01 mm/min時(shí),設(shè)定值的±0.2%以內(nèi);

15

恒力、恒變形、恒位移控制范圍

0.5%~100FS

16

恒力、恒變形、恒位移控制范圍

設(shè)定值<10%FS時(shí),設(shè)定值 的±1.0%以內(nèi)

設(shè)定值≥10%FS時(shí),設(shè)定值的±0.1%以內(nèi)

17

變形速率控制精度

速率<0.05%FS時(shí)為±2.0%設(shè)定值內(nèi)

速率≥0.05%FS時(shí)為±0.5%設(shè)定值內(nèi)

18

拉伸空間

700mm

700mm

700mm

19

工作環(huán)境

室溫—35,相對(duì)濕度不超過(guò)80%

20

整機(jī)電源

單相,220V±10%,50Hz

21

電機(jī)功率

0.75KW

0.75KW

1.5KW

22

主機(jī)尺寸

750x480x1700mm

720x520x1800mm

900x600x2100mm

23

重量

280kg

350kg

450kg







 


Wood-based panels electronic universal testing machine

        

1.introductions

This  wood-based panels electronic universal testing machine is to measure and  determine mechanical properties of wood-based panel and surface  decorated wood-based panels for parameter of 3 point and 4 point  flexural test strength and elastic modulus, internal bonding strength,  surface bonding strength, shear strength of bonding layer, peel force,  screw holding force and tensile strength.

 

2. test method

GB/T17657 test methods of evaluating the properties of wood-based panels and surface decorated wood-based panels

 

3. test introductions

3.1 three point flexural strength and elastic modulus test

The  three point flexural strength and elastic modulus test is to load at the  center of test piece supported by two points. Static flexural test is  to determine the ratio of bending moment and bending section modulus of  test piece under the maximum load. The modulus of elasticity is to  determine the ratio of the stress to the strain generated by the load  within the elastic limit of the material. Drawing of three point  flexural strength and elastic modulus test is as following:


Deformation measuring meter is under the center point of support rollers to measure deformation of test specimen

3.2 Four-point static bending strength and elastic modulus measurement

The  four-point static bending strength and elastic modulus are measured on  the specimen supported by two points, and the same load is applied at  one-third of the distance from the support. The static bending strength  is to measure the ratio of bending moment and bending section modulus  under maximum load. Elasticity modulus is to determine the ratio of the  stress to strain generated by the load within the elastic limit of the  material. The schematic diagram of the four-point bending static bending  strength and elastic modulus test is as follows:


3.3 internal bonding strength test

The  internal bonding strength is the measurement of the tensile strength of  the specimen surface with a uniformly distributed tension until failure.  The internal bonding strength is the ratio of the specimen area  perpendicular to the surface of the test specimen with the maximum  destructive force. The specimen size is 50x50mm.  The schematic diagram of internal bonding strength test is as follows:


Note: 1------metal chuck    2------chuck(metal , hardwood or hardwood plywood)

     3------hardwood plywood chuck(not suitable for thin plate)      4------test piece

     5------auto adjusting joint      t15mm

3.4 Surface bonding strength determination-method 1

Surface  bonding strength refers to the bonding strength or bonding quality  between the shavings or fibers of the surface layer of the board and the  underlying material (not veneer) or between the veneer material and the  substrate (veneer). It is expressed as the ratio of maximum breaking  tension force perpendicular to the surface board and bonding area. This  method is suitable for non-veneered particleboard, fiberboard, cement  particleboard and non-veneered wood-based panels. Surface bonding  strength determination-Method 1 schematic diagram is as follows:


3.4 Surface bonding strength determination-Method 2. The schematic diagram is as follows


3.5 Bonding strength determination

Gluing  strength is the shear failure of the glue layer of the test piece  through tensile load to determine the glue quality of the veneer  wood-based panel. The size of the test piece is 100mm long and 25mm  wide. During the test, clamp both ends of the test piece in the movable  fixture of the testing machine to form a straight line. The center of  the test piece should pass through the axis of the movable fixture of  the testing machine. The distance between the clamping part and the  notch of the test piece shall be within 5mm.

3.6 Determination of adhesive layer shear strength

The  shear strength of the adhesive layer is measured by gradually applying a  compressive load to the specimen to cause shear failure of the adhesive  layer to determine the bonding quality. The schematic diagram of the  shear strength of the adhesive layer is as follows:


3.7 Determination of peel resistance

Peeling  resistance is used to determine the force required to peel off the  surface layer, and is suitable for polyvinyl chloride film facing  wood-based panels. The length of the sample is 100mm, and the width is  25mm. The schematic diagram of the peel resistance measurement is as  follows:


3.8 Screw holding force measurement

The  screw holding force is used to determine the force required to pull out a  self-tapping screw with a specified depth. The screw holding force  measurement diagram is as follows:


3.9 Tensile strength determination

The  tensile strength is used to determine the ratio of the maximum tensile  load of the specimen to the cross-sectional area of the specimen. The  tensile strength test piece diagram is as follows:


3.10 Determination of compressive strength along the grain

The  compressive strength along the grain can determine the ratio of the  maximum compressive load along the grain to the cross-sectional area of  the specimen. The specimen is 23mm long, 15mm wide, 15mm thick, and the  length direction is along the grain direction.

 

4. technical parameters

No

Item

Specification

1

Force capacity

20KN and lower

30/50KN

100KN

2

Measuring range

1%-99%FS

3

Accuracy of   force value

Less than ±1% of set value

4

Precision of   displacement

0.01mm

5

Accuracy of   displacement value

±1%

6

Deformation   measuring range

0.4%-99%FS

7

Accuracy of   deformation measuring

±0.5%

8

Resolution of   deformation

0.01mm

9

Force speed   range

0.005-5%FS/S

10

Accuracy of   force speed

Less than ±1% of set value

11

Deformation   speed range

0.02-5%FS/S

12

Accuracy of   deformation speed control

When set value   is less than 0.05%FS,error is less than ±2.0% of set value

When set value   is more than 0.05%FS,error is less than ±0.5% of set value

13

Displacement   speed range

0.001-500mm/min

14

Accuracy of   displacement speed

When speed is   less than 0.01mm/min,error is less than ±1.0% of set value

When set value   is more than 0.01mm/min,error is less than ±0.2% of set value

15

Range of   constant force, constant deformation, constant displacement control

0.5%~100FS

16

Accuracy of   constant force, constant deformation, constant displacement control

When set value   is less than 10%FS,error is less than ±1.0% of set value

When set value   is more than 10%FS,error is less than ±0.1% of set value

17

Accuracy of   deformation speed

When set value   is less than 0.05%FS,error is less than ±2.0% of set value

When set value   is more than 0.05%FS,error is less than ±0.5% of set value

18

Tension space

700mm

700mm

700mm

20

Voltage

Single phase,220V±10%,50Hz(110V)

21

Motor power

0.75KW

0.75KW

1.5KW

22

Dimension

750x480x1700mm

720x520x1800mm

900x600x2100mm

23

Weight

280kg

350kg

450kg







 


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