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CN102564283A - U-shaped frame for deflection test of bending test of wood structure beam - Google Patents

U-shaped frame for deflection test of bending test of wood structure beam Download PDF

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Publication number
CN102564283A
CN102564283A CN2011104285251A CN201110428525A CN102564283A CN 102564283 A CN102564283 A CN 102564283A CN 2011104285251 A CN2011104285251 A CN 2011104285251A CN 201110428525 A CN201110428525 A CN 201110428525A CN 102564283 A CN102564283 A CN 102564283A
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type frame
shaped frame
test
deflection test
deflection
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Pending
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CN2011104285251A
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Chinese (zh)
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刘劲松
阎春霞
李志国
张磊
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Tianjin University
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Tianjin University
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Abstract

The invention discloses a U-shaped frame for a deflection test of a bending test of a wood structural beam. The U-shaped frame is characterized in that a downward-concave trapezoid structure is arranged at the middle along the length direction of the U-shaped frame; two positioning holes are formed in two ends of the U-shaped frame; and the total length of the U-shaped frame is 300-12000mm. The U-shaped frame has the advantages of simple structure, convenience for operation, uniformity and standard in distribution of measuring points and accuracy and stability in data determination; and the U-shaped frame is made of light metal section and the aims of simplifying operation procedures of the test and realizing convenience, quickness, standard and accuracy are achieved.

Description

用于木结构梁弯曲试验挠度测试的U型架U-frame for bending test deflection testing of timber structural beams

技术领域 technical field

本发明涉及木结构的试验装置,尤其涉及一种用于木结构梁弯曲试验挠度测试的U型架。  The invention relates to a test device of a wooden structure, in particular to a U-shaped frame used for testing the deflection of a wooden structure beam in a bending test. the

背景技术 Background technique

《木结构试验方法标准》GB/T50329-2002中对于木结构梁弯曲试验挠度测试装置规定如下:  In the "Standards for Test Methods of Wooden Structures" GB/T50329-2002, the provisions for the deflection test device of the bending test of wooden structure beams are as follows:

4.3.4测试挠度的装置应符合下列条件:  4.3.4 The device for testing deflection should meet the following conditions:

1测试梁在荷载作用下产生挠度时,可采用U型挠度测试装置。此U型装置应满足自重轻而又具有足够的刚度的要求,可采用轻金属(例如铝)制作。在U型装置的两端应钉在梁的中性轴上,在此装置的中央安设百分表用来测量梁中央中性轴的挠度。  1 When the test beam deflects under load, a U-shaped deflection test device can be used. The U-shaped device should meet the requirements of light weight and sufficient rigidity, and can be made of light metal (such as aluminum). The two ends of the U-shaped device should be nailed to the neutral axis of the beam, and a dial indicator is installed in the center of the device to measure the deflection of the neutral axis of the beam. the

2当梁的跨度很大时,亦可采用挠度计直接测量梁两端及跨度中央的位移值而求得梁的挠度。  2 When the span of the beam is very large, the deflection of the beam can also be obtained by directly measuring the displacement values at both ends of the beam and at the center of the span by using a deflection meter. the

该标准虽然规定采用U型装置测定挠度,但是没有具体规定挠度装置的尺寸、规格、构造、材质,市场上亦无定型的产品,使得木结构实验中挠度测试不方便。  Although the standard stipulates that the U-shaped device is used to measure the deflection, it does not specifically specify the size, specification, structure, and material of the deflection device, and there is no finalized product on the market, which makes it inconvenient to test the deflection in the wood structure experiment. the

发明内容 Contents of the invention

本发明的目的是,克服技术背景中的不足之处,提供一种用于木结构梁测试抗弯强度、抗剪强度、抗弯弹性模量、抗剪弹性模量用的挠度测试架。  The purpose of the invention is to overcome the deficiencies in the technical background and provide a deflection test frame for testing flexural strength, shear strength, flexural elastic modulus, and shear elastic modulus of wooden beams. the

本发明通过如下技术方案予以实现。  The present invention is realized through the following technical solutions. the

一种用于木结构梁弯曲试验挠度测试的U型架,其特征在于,沿U型架的长度方向的中间位置设置有一个下凹的梯形结构,U型架的两端各设置有一个定位孔;所述定位孔至U型架端头的距离L1为10mm~300mm,U型架定位孔至U型架第一转折处的距离L2为0~1000mm,U型架第一转折处至U型架第二转折处的距离L3为0~5990mm,U型架中间位置的下凹梯形的底边L4为0~11980mm,U型架上沿至U型架下沿的距离h为10mm~600mm,U型架的总长度为L=2×(L1+L2+L3)+L4,为300mm~12000mm,U型架四个转折角的角度为θ,0°<θ<180°;  A U-shaped frame used for deflection testing of wooden beam bending tests, characterized in that a concave trapezoidal structure is provided at the middle position along the length direction of the U-shaped frame, and a positioning bracket is provided at each end of the U-shaped frame. hole; the distance L1 from the positioning hole to the end of the U-shaped frame is 10 mm to 300 mm, the distance L2 from the positioning hole of the U-shaped frame to the first turning point of the U-shaped frame is 0-1000 mm, and the distance from the first turning point of the U-shaped frame to the U-shaped frame The distance L3 at the second turning point of the U-shaped frame is 0-5990mm, the bottom edge L4 of the concave trapezoid in the middle of the U-shaped frame is 0-11980mm, and the distance h from the upper edge of the U-shaped frame to the lower edge of the U-shaped frame is 10mm-600mm , the total length of the U-shaped frame is L=2×(L1+L2+L3)+L4, which is 300mm~12000mm, and the angles of the four turning angles of the U-shaped frame are θ, 0°<θ<180°;

当L3=0,L1、L2、L4≠0或L2、L3=0,L1、L4≠0时,U型架的所有转折角为90°;  When L3=0, L1, L2, L4≠0 or L2, L3=0, L1, L4≠0, all turning angles of the U-shaped frame are 90°;

当L4=0时,U型架成为中间呈V字型的试验架。  When L4=0, the U-shaped frame becomes a V-shaped test frame in the middle. the

所述L2的最佳值为300mm~600mm。  The optimum value of L2 is 300mm-600mm. the

所述L3的最佳值为500mm~1500mm。  The optimum value of L3 is 500mm-1500mm. the

所述L4的最佳值为300mm~1000mm。  The optimal value of L4 is 300mm-1000mm. the

所述h的最佳值为150mm~450mm。  The optimum value of h is 150mm-450mm. the

所述U型架两端的孔径为1mm~20mm。  The apertures at both ends of the U-shaped frame are 1 mm to 20 mm. the

本发明的有益效果是,构造简单,操作方便,测点分布均匀、规范,测定数据准确、稳定。以期达到简化试验操作工序、方便快捷、规范准确的目的。  The invention has the beneficial effects of simple structure, convenient operation, uniform and standard distribution of measuring points, and accurate and stable measurement data. In order to achieve the purpose of simplifying the test operation process, convenient and fast, standardized and accurate. the

附图说明 Description of drawings

图1是本发明U型架的形状和规格示意图。  Fig. 1 is a schematic diagram of the shape and specifications of the U-shaped frame of the present invention. the

具体实施方式 Detailed ways

本发明用于木结构梁弯曲试验中测量挠度的U型架,以轻金属型材为材料,采用常规的生产制备工艺制成。  The U-frame used for measuring the deflection in the bending test of the wooden structure beam of the present invention is made of a light metal section bar by adopting a conventional production preparation process. the

本发明可采用铝合金、铁合金、铜合金,也可以采用角铝、角钢、角铁或截面形状适宜的型材为制作材料,以方便在U型架的中间位置设置百分表。  The present invention can adopt aluminum alloy, iron alloy, copper alloy, also can adopt angle aluminum, angle steel, angle iron or section bar with suitable cross-section shape as manufacturing material, in order to arrange dial indicator in the middle position of U-shaped frame conveniently. the

参见图1,本发明沿U型架的长度方向的中间位置设置有一个下凹的梯形结构,U型架的两端各设置有一个定位孔,定位孔的孔径为1mm~20mm,定位孔至U型架端头的距离为L1,定位孔至U型架第一转折处的距离为L2,U型架第一转折处至U型架第二转折处的距离L3,U型架中间位置的下凹梯形的底边为L4,U型架上沿至U型架下沿的距离为h,U型架的总长度为L=2×(L1+L2+L3)+L4。  Referring to Fig. 1, the present invention is provided with a sunken trapezoidal structure along the middle position of the length direction of U-shaped frame, and the two ends of U-shaped frame are respectively provided with a positioning hole, and the aperture of positioning hole is 1mm~20mm, and the positioning hole to The distance from the end of the U-shaped frame is L1, the distance from the positioning hole to the first turning point of the U-shaped frame is L2, the distance from the first turning point of the U-shaped frame to the second turning point of the U-shaped frame is L3, and the distance between the middle position of the U-shaped frame The bottom edge of the concave trapezoid is L4, the distance from the upper edge of the U-shaped frame to the lower edge of the U-shaped frame is h, and the total length of the U-shaped frame is L=2*(L1+L2+L3)+L4. the

L1为10mm~300mm,L2的最佳值为300mm~600mm,L3的最佳值为500mm~1500mm,L4的最佳值为300mm~1000mm,h的最佳值为150mm~450mm,总长度为L为300mm~12000mm,U型架的四个转折角的角度0°<θ<180°。  L1 is 10mm-300mm, the optimum value of L2 is 300mm-600mm, the optimum value of L3 is 500mm-1500mm, the optimum value of L4 is 300mm-1000mm, the optimum value of h is 150mm-450mm, and the total length is L It is 300mm~12000mm, and the angles of the four turning angles of the U-shaped frame are 0°<θ<180°. the

U型架的转角处采用厚度、尺寸和材质相同的材料,通过粘接、铆接或者焊接进行连接。  The corners of the U-shaped frame are made of materials with the same thickness, size and material, and are connected by bonding, riveting or welding. the

本发明U型架在木结构梁抗弯试验过程中,按照《木结构试验方法标准》固定于木结构梁的规定位置,在全跨及纯弯段,测定木结构梁在加载过程中的挠度变化。此装置测定的两个挠度变化数据,可用于木结构梁抗弯弹性模量、抗剪弹性模量的计算。  The U-shaped frame of the present invention is fixed on the specified position of the wooden structure beam according to the "Test Method Standard for Wood Structure" during the bending test of the wooden structure beam, and the deflection change of the wooden structure beam during the loading process is measured at the full span and the pure bending section. The two deflection change data measured by the device can be used in the calculation of the flexural elastic modulus and the shear elastic modulus of the wooden structure beam. the

Claims (6)

1. a U type frame that is used for timber structure beam deflection test deflection test is characterized in that, is provided with a recessed trapezium structure along the centre position of the length direction of U type frame, and the two ends of U type frame respectively are provided with a pilot hole; The distance L 1 of said pilot hole to U type frame end head is 10mm~300mm; U type frame pilot hole to the distance L 2 of U type frame first turning point is 0~1000mm; U type frame first turning point is 0~5990mm to the distance L 3 of U type frame second turning point, and the recessed trapezoidal base L4 in U type frame centre position is 0~11980mm, and U type frame upper edge to the distance h of U type frame lower edge is 10mm~600mm; The total length of U type frame is L=2 * (L1+L2+L3)+L4; Be 300mm~12000mm, the angle of four deflection angles of U type frame is θ, 0 °<θ<180 °;
Work as L3=0, L1, L2, L4 ≠ 0 or L2, L3=0, L1, L4 ≠ 0 o'clock, all deflection angles of U type frame were 90 °;
When L4=0, the U type is put up the test stand that is V-shape for the centre.
2. according to the U type frame that is used for timber structure beam deflection test deflection test of claim 1, it is characterized in that the optimum value of said L2 is 300mm~600mm.
3. according to the U type frame that is used for timber structure beam deflection test deflection test of claim 1, it is characterized in that the optimum value of said L3 is 500mm~1500mm.
4. according to the U type frame that is used for timber structure beam deflection test deflection test of claim 1, it is characterized in that the optimum value of said L4 is 300mm~1000mm.
5. according to the U type frame that is used for timber structure beam deflection test deflection test of claim 1, it is characterized in that the optimum value of said h is 150mm~450mm.
6. according to the U type frame that is used for timber structure beam deflection test deflection test of claim 1, it is characterized in that the aperture at said U type frame two ends is 1mm~20mm.
CN2011104285251A 2011-12-19 2011-12-19 U-shaped frame for deflection test of bending test of wood structure beam Pending CN102564283A (en)

Priority Applications (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108362453A (en) * 2018-04-28 2018-08-03 福州大学 Flexural pivot loads the measuring device and measuring method of cross section isotropism axis compression member lateral deflection

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0264832A2 (en) * 1986-10-16 1988-04-27 Hercules Incorporated Process and apparatus for monitoring laminate structural stability
JPH03225246A (en) * 1990-01-31 1991-10-04 Mitsubishi Heavy Ind Ltd Method for measuring deflection of structure
CN201993210U (en) * 2011-03-21 2011-09-28 中交通力建设股份有限公司 Downwards pulled meter bracket for testing bridge flexibility
CN202002786U (en) * 2011-03-21 2011-10-05 长安大学 Instrument for testing deflection of bridge

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0264832A2 (en) * 1986-10-16 1988-04-27 Hercules Incorporated Process and apparatus for monitoring laminate structural stability
JPH03225246A (en) * 1990-01-31 1991-10-04 Mitsubishi Heavy Ind Ltd Method for measuring deflection of structure
CN201993210U (en) * 2011-03-21 2011-09-28 中交通力建设股份有限公司 Downwards pulled meter bracket for testing bridge flexibility
CN202002786U (en) * 2011-03-21 2011-10-05 长安大学 Instrument for testing deflection of bridge

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
刘劲松等: "《木结构试验方法标准》中U型挠度架的设计与应用", 《木材工业》 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108362453A (en) * 2018-04-28 2018-08-03 福州大学 Flexural pivot loads the measuring device and measuring method of cross section isotropism axis compression member lateral deflection
CN108362453B (en) * 2018-04-28 2023-12-15 福州大学 Measuring device and measuring method for lateral deflection of spherical hinge loading cross section isotropy axle center compression member

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Application publication date: 20120711