CN203640153U - Reinforcement beam - Google Patents

Reinforcement beam Download PDF

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Publication number
CN203640153U
CN203640153U CN201320715141.2U CN201320715141U CN203640153U CN 203640153 U CN203640153 U CN 203640153U CN 201320715141 U CN201320715141 U CN 201320715141U CN 203640153 U CN203640153 U CN 203640153U
Authority
CN
China
Prior art keywords
reinforcing bar
beam body
steel bar
reinforcing steel
nut
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
Application number
CN201320715141.2U
Other languages
Chinese (zh)
Inventor
郭楠
左宏亮
刘丕金
刘秀侠
侯建
苏玉超
刘洁
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Yuannan Wood Co. Ltd.
Original Assignee
Northeast Forestry University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Northeast Forestry University filed Critical Northeast Forestry University
Priority to CN201320715141.2U priority Critical patent/CN203640153U/en
Application granted granted Critical
Publication of CN203640153U publication Critical patent/CN203640153U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a reinforcement beam comprising a beam body, an anchor bearing plate, a reinforcing steel bar with threads at two ends, and a screw cap matched with the threads at the end parts of the reinforcing steel bar, wherein a full-length slot is formed at the bottom of the beam along the longitudinal direction; the reinforcing steel bar is implanted into the slot; two ends of the reinforcing steel bar pass through the anchor bearing plate arranged at the end of the beam; threads are processed at the end parts of the reinforcing steel bar. The stress of the reinforcing steel bar can be adjusted by screwing the screw cap according to the service condition. The problems that the existing reinforcement beam is complicated in construction technology, and single in used raw material, and the deformation of the beam and the stress of the reinforcing steel bar in the use procedure cannot be regulated and controlled are solved.

Description

Arrangement of reinforcement wooden frame
Technical field
The utility model relates to wooden frame reinforcement technology, relates in particular to a kind of arrangement of reinforcement wooden frame.
Background technology
The wooden frame of present stage is strengthened technology and is mainly comprised configuration reinforcement, steel wire and configuration fibrous material aspect, is using on object, and existing achievement in research and technology are only applicable to common wooden frame, there is no to introduce the more high-strength material such as laminated wood, bamboo; In implementation process, existing form of reinforcement is also comparatively complicated, is inconvenient to be applied in Practical Project; In result of use, existing technology does not make the TERM DEFORMATION problem of wooden frame be well solved.
Utility model content
For solving current arrangement of reinforcement wooden frame complicated construction technique, in Practical Project, be difficult to be applied and the problem such as the TERM DEFORMATION of beam, the utility model provides a kind of arrangement of reinforcement wooden frame, and it is as follows that it addresses the above problem adopted technical scheme:
A kind of arrangement of reinforcement wooden frame, comprise beam body, be arranged on the threaded reinforcing bar in anchor plate, two ends at beam body two ends and with the supporting nut of the two ends screw thread of reinforcing bar, wherein, beam body is elongated at least one groove of offering longitudinally, the threaded reinforcing bar in described two ends is positioned in groove, the number of reinforcing bar is corresponding with the number of groove, reinforcing bar is through the anchor plate at beam body and beam body two ends, by reinforcing bar being fixed with the supporting nut of end reinforced screw thread, in the process of rotary nut, control the stretch value Δ L of reinforcing bar according to the anglec of rotation θ of nut, thereby change the stress intensity of reinforcing bar.
The beneficial effects of the utility model are:
1. easy construction, technique is simple.Can control reinforcement stresses by tightening end reinforced nut, without professional tensioning equipments such as hydraulic jack.
2. regulation and control are convenient, stressed reliable.In use can adjust reinforcement stresses size at any time, can effectively overcome the phenomenon that creep of wood increases wooden frame distortion.
3. can utilize fully wooden frame beam body and reinforcing bar intensity separately, save material.
Brief description of the drawings
With reference to explanation below, by reference to the accompanying drawings, can there is best understanding to the utility model.In the accompanying drawings, identical part can be represented by identical label.
Fig. 1 is the front view of arrangement of reinforcement wooden frame;
Fig. 2 is the longitudinal sectional drawing of arrangement of reinforcement wooden frame;
Fig. 3 is the A-A section of Fig. 1;
Fig. 4 is the B-B section of Fig. 1.
Digitized representation in each figure:
1: Liang Ti
2: anchor plate
3: the threaded reinforcing bar of end portion
4: nut
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with accompanying drawing and exemplary embodiment, the utility model is further elaborated.Should be appreciated that exemplary embodiment described herein is only in order to explain the utility model, and be not used in the restriction scope of application of the present utility model.
In conjunction with Fig. 1~Fig. 3, present embodiment is described.A kind of arrangement of reinforcement wooden frame of present embodiment comprises beam body 1, be arranged on the threaded reinforcing bar 3 in anchor plate 2, two ends at beam body two ends and with the supporting nut 4 of the two ends screw thread of reinforcing bar 3.Wherein, described beam body 1 is for example solid wood or laminated wood.
Further, referring to Fig. 4, beam body 1 is elongated at least one groove of offering longitudinally, and the threaded reinforcing bar 3 in two ends is positioned in groove, and the number of reinforcing bar 3 is corresponding with the number of groove.The two ends of reinforcing bar 3 are through the anchor plate 2 at beam body 1 and beam body two ends, by reinforcing bar 3 positions being fixed with the supporting nut 4 of end reinforced screw thread.Preferably, described at least one groove is opened in the bottom of beam body 1.
In rotary nut process, control the stretch value Δ L of reinforcing bar 3 according to the anglec of rotation θ of nut, thereby change the stress intensity of reinforcing bar 3.Preferably, for convenience of determining the anglec of rotation, nut 4 indicates scale.Wherein, there is corresponding relation in the STRESS VARIATION Δ σ of reinforcing bar stretch value Δ L, member length L and reinforcing bar:
Δσ=nE·ΔL/L
Wherein, n is correction factor, the modulus of elasticity that E is reinforcing bar, and described member length L is two length between nut 4.
Suppose that cap rotation causes that the elongation of reinforcing bar is Δ L for one week 0, the pass of cap rotation angle θ and reinforcing bar elongation is:
ΔL=ΔL 0θ/2π
The width of supposing beam body section is b, and depth of section is h, and useful cross section height is h 0, the area of reinforcement is A s, beam body section end face stress f m1with bottom surface stress f m2with reinforcement stresses σ spass be:
f m1=6σ sA s(h 0-h/2)/bh 2sA s/bh
Wherein, f m1when >0, it is tensile stress; f m1when <0, it is compressive stress.
f m2=-6σ sA s(h 0-h/2)/bh 2sA s/bh
Thus, control the stress intensity of reinforcing bar 3 by controlling the anglec of rotation of nut, in the use procedure of beam, suitably adjust the anglec of rotation of nut according to its deformation, improve the distortion of beam body by controlling the stress intensity of reinforcing bar 3.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all any amendments of doing within spirit of the present utility model and principle, be equal to and replace and improvement etc., within all should being included in protection domain of the present utility model.

Claims (3)

1. an arrangement of reinforcement wooden frame, comprise beam body (1), be arranged on the anchor plate (2) at beam body two ends, the threaded reinforcing bars in two ends (3) and with the supporting nut (4) of the two ends screw thread of reinforcing bar (3), wherein, beam body (1) is elongated at least one groove of offering longitudinally, the threaded reinforcing bars in described two ends (3) are positioned in groove, the number of reinforcing bar (3) is corresponding with the number of groove, reinforcing bar (3) is through the anchor plate (2) at beam body (1) and beam body two ends, by reinforcing bar (3) is fixing with the supporting nut (4) of end reinforced screw thread, in the process of rotary nut (4), control the stretch value Δ L of reinforcing bar (3) according to the anglec of rotation θ of nut (4), thereby change the stress intensity of reinforcing bar (3).
2. arrangement of reinforcement wooden frame according to claim 1, wherein, described at least one groove is opened in the bottom of beam body (1).
3. arrangement of reinforcement wooden frame according to claim 1, wherein, described nut (4) indicates scale.
CN201320715141.2U 2013-11-14 2013-11-14 Reinforcement beam Expired - Fee Related CN203640153U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320715141.2U CN203640153U (en) 2013-11-14 2013-11-14 Reinforcement beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320715141.2U CN203640153U (en) 2013-11-14 2013-11-14 Reinforcement beam

Publications (1)

Publication Number Publication Date
CN203640153U true CN203640153U (en) 2014-06-11

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ID=50871409

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320715141.2U Expired - Fee Related CN203640153U (en) 2013-11-14 2013-11-14 Reinforcement beam

Country Status (1)

Country Link
CN (1) CN203640153U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103556779A (en) * 2013-11-14 2014-02-05 东北林业大学 Reinforcement wooden beam

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103556779A (en) * 2013-11-14 2014-02-05 东北林业大学 Reinforcement wooden beam

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CB03 Change of inventor or designer information

Inventor after: Guo Hua

Inventor after: Zhang Shouting

Inventor before: Guo Nan

Inventor before: Zuo Hongliang

Inventor before: Liu Pijin

Inventor before: Liu Xiuxia

Inventor before: Hou Jian

Inventor before: Su Yuchao

Inventor before: Liu Jie

CB03 Change of inventor or designer information
TR01 Transfer of patent right

Effective date of registration: 20171212

Address after: 200120 Shanghai City, Pudong New Area Jin Jian Cun Xinchang Town No. 555 South Wood

Patentee after: Shanghai Yuannan Wood Co. Ltd.

Address before: 150040 Xiangfang District, Heilongjiang, and Hing Road, No. 26, Harbin

Patentee before: Northeast Forestry University

TR01 Transfer of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140611

Termination date: 20181114

CF01 Termination of patent right due to non-payment of annual fee