CN204510623U - Carbon beaverboard anchorage - Google Patents
Carbon beaverboard anchorage Download PDFInfo
- Publication number
- CN204510623U CN204510623U CN201520195368.8U CN201520195368U CN204510623U CN 204510623 U CN204510623 U CN 204510623U CN 201520195368 U CN201520195368 U CN 201520195368U CN 204510623 U CN204510623 U CN 204510623U
- Authority
- CN
- China
- Prior art keywords
- clapboard
- carbon fiber
- plate
- wedge shape
- anchor slab
- 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
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 title claims abstract 10
- 229910052799 carbon Inorganic materials 0.000 title claims abstract 10
- 229920000049 Carbon (fiber) Polymers 0.000 claims abstract description 46
- 239000004917 carbon fiber Substances 0.000 claims abstract description 46
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims abstract description 46
- 239000000956 alloy Substances 0.000 claims description 6
- 229910045601 alloy Inorganic materials 0.000 claims description 6
- 238000004873 anchoring Methods 0.000 abstract description 7
- 239000012141 concentrate Substances 0.000 abstract 1
- 239000002131 composite material Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 230000002787 reinforcement Effects 0.000 description 5
- 239000002657 fibrous material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000084 colloidal system Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Landscapes
- Diaphragms For Electromechanical Transducers (AREA)
Abstract
Description
技术领域 technical field
本实用新型涉及土木工程补强与加固领域,具体涉及一种碳纤维板锚具。 The utility model relates to the field of civil engineering reinforcement and reinforcement, in particular to a carbon fiber plate anchor.
背景技术 Background technique
规定上楔形板与碳纤维板接触的一面为上楔形板的夹持面,下楔形板与碳纤维板相接触的一面为下楔形板的夹持面,上楔形板的小尺寸端为前端,大尺寸端为后端,下楔形板的小尺寸端为前端,大尺寸端为后端。 It is stipulated that the side of the upper wedge-shaped plate in contact with the carbon fiber plate is the clamping surface of the upper wedge-shaped plate, the side of the lower wedge-shaped plate in contact with the carbon fiber plate is the clamping surface of the lower wedge-shaped plate, the small-sized end of the upper wedge-shaped plate is the front end, and the large-sized The end is the rear end, the small size end of the lower wedge plate is the front end, and the large size end is the rear end.
近年来,碳纤维板等高强度复合纤维材料被广泛地应用于土木建筑工程的加固领域。通常是将碳纤维板粘贴在被加固构件的表面用于提高构件的强度。若将碳纤维板张拉后锚固于构件的表面,可以提高构件的抗弯强度、抗裂性,还可以提高复合纤维材料的使用效率,降低加固成本。 In recent years, high-strength composite fiber materials such as carbon fiber boards have been widely used in the reinforcement field of civil engineering. Usually, the carbon fiber plate is pasted on the surface of the reinforced component to improve the strength of the component. If the carbon fiber plate is stretched and anchored to the surface of the component, the bending strength and crack resistance of the component can be improved, the use efficiency of the composite fiber material can be improved, and the reinforcement cost can be reduced.
采用预应力加固技术需要张拉和锚固碳纤维板材,虽然碳纤维板材具有较高的拉伸强度,但其抗剪切性能差,不便于锚固,依靠传统的表面摩擦和螺栓锁紧来实现碳纤维板的夹持和锚固,容易出现夹不紧、打滑和螺栓松动等现象,其工作可靠性较差,此外,使用现有的锚具锚固碳纤维板材时,容易造成碳纤维板应力集中,影响碳纤维板的极限强度和使用寿命。 The use of prestressed reinforcement technology requires tensioning and anchoring of carbon fiber sheets. Although carbon fiber sheets have high tensile strength, their shear resistance is poor and it is not easy to anchor. Traditional surface friction and bolt locking are used to achieve carbon fiber sheets. Clamping and anchoring are prone to clamping, slipping, and bolt loosening, and its work reliability is poor. In addition, when using existing anchorages to anchor carbon fiber sheets, it is easy to cause stress concentration on the carbon fiber sheet and affect the limit of the carbon fiber sheet. Strength and service life.
综上所述,急需一种新的碳纤维板锚具来克服现有碳纤维板锚具存在的缺陷。 In summary, a new carbon fiber plate anchor is urgently needed to overcome the defects of the existing carbon fiber plate anchor.
实用新型内容 Utility model content
有鉴于此,本实用新型的目的是提供一种碳纤维板锚具,不仅能有效夹紧碳纤维板材,确保锚固性能,而且能避免碳纤维板应力集中,充分发挥碳纤维板的极限强度和确保其使用寿命。 In view of this, the purpose of this utility model is to provide a carbon fiber plate anchor, which can not only effectively clamp the carbon fiber plate, ensure the anchoring performance, but also avoid the stress concentration of the carbon fiber plate, fully exert the ultimate strength of the carbon fiber plate and ensure its service life .
本实用新型通过以下技术手段解决上述问题:一种碳纤维板锚具,包括锚板和夹片组,所述锚板内设置有自锚板前端至后端截面积逐渐增大的楔形通孔,锚板前端设置有曲面,所述夹片组包括上楔形板和下楔形板,上楔形板和下楔形板夹紧碳纤维板后与楔形通孔配合,上楔形板的夹持面为波形面,下楔形板的夹持面上设置有凹槽。 The utility model solves the above-mentioned problems through the following technical means: a carbon fiber plate anchor, including an anchor plate and a clip group, the anchor plate is provided with a wedge-shaped through hole whose cross-sectional area gradually increases from the front end of the anchor plate to the rear end, The front end of the anchor plate is provided with a curved surface. The clip set includes an upper wedge plate and a lower wedge plate. The upper wedge plate and the lower wedge plate clamp the carbon fiber plate and cooperate with the wedge-shaped through hole. The clamping surface of the upper wedge plate is a corrugated surface. Grooves are arranged on the clamping surface of the lower wedge-shaped plate.
进一步,所述上楔形板的前端设置有与其夹持面连通的弧形面,所述下楔形板的前端也设置有与其夹持面连通的弧形面。 Further, the front end of the upper wedge-shaped plate is provided with an arc-shaped surface communicating with its clamping surface, and the front end of the lower wedge-shaped plate is also provided with an arc-shaped surface communicated with its clamping surface.
进一步,所述波形面上凸起的振幅自上楔形板前端至后端逐渐增大。 Further, the amplitude of the protrusions on the wave surface gradually increases from the front end to the rear end of the upper wedge-shaped plate.
进一步,所述波形面与凹槽匹配。 Further, the wave surface matches the groove.
进一步,所述下楔形板的夹持面上设置有多个卡槽,所述卡槽内设置有与卡槽滑动连接的防滑齿,所述防滑齿底部通过弹簧与卡槽底部连接。 Further, the clamping surface of the lower wedge-shaped plate is provided with a plurality of slots, and anti-slip teeth are provided in the slots to slide and connect with the slots, and the bottoms of the anti-slip teeth are connected to the bottom of the slots through springs.
进一步,所述锚板由硬质合金制成,所述上楔形板和下楔形板均由软质合金制成。 Further, the anchor plate is made of hard alloy, and the upper wedge plate and the lower wedge plate are both made of soft alloy.
进一步,所述上楔形板和下楔形板夹紧碳纤维板后与楔形通孔配合,楔形通孔的小尺寸端与上、下楔形板之间均存在间隙。 Further, the upper wedge-shaped plate and the lower wedge-shaped plate clamp the carbon fiber plate and cooperate with the wedge-shaped through-hole, and there are gaps between the small-sized end of the wedge-shaped through-hole and the upper and lower wedge-shaped plates.
本实用新型的有益效果:本实用新型的碳纤维板锚具,包括锚板和夹片组,所述锚板内设置有自锚板前端至后端截面积逐渐增大的楔形通孔,锚板前端设置有曲面,所述夹片组包括上楔形板和下楔形板,上楔形板和下楔形板夹紧碳纤维板后与楔形通孔配合,上楔形板的夹持面为波形面,下楔形板的夹持面上设置有凹槽。该结构的碳纤维板锚具,不仅能有效夹紧碳纤维板材,确保锚固性能,而且能避免碳纤维板应力集中,充分发挥碳纤维板的极限强度和确保其使用寿命。 Beneficial effects of the present utility model: the carbon fiber plate anchorage of the present utility model includes an anchor plate and a clip group, the anchor plate is provided with a wedge-shaped through hole whose cross-sectional area gradually increases from the front end of the anchor plate to the rear end, and the anchor plate The front end is provided with a curved surface. The clip set includes an upper wedge plate and a lower wedge plate. The upper wedge plate and the lower wedge plate clamp the carbon fiber plate and cooperate with the wedge-shaped through hole. The clamping surface of the upper wedge plate is a wave surface, and the lower wedge plate Grooves are provided on the clamping faces of the plates. The carbon fiber plate anchor with this structure can not only effectively clamp the carbon fiber plate to ensure the anchoring performance, but also avoid the stress concentration of the carbon fiber plate, give full play to the ultimate strength of the carbon fiber plate and ensure its service life.
附图说明 Description of drawings
下面结合附图和实施例对本实用新型作进一步描述。 Below in conjunction with accompanying drawing and embodiment the utility model is described further.
图1为本实用新型的结构示意图。 Fig. 1 is the structural representation of the utility model.
图2为剖视图。 Figure 2 is a cross-sectional view.
具体实施方式 Detailed ways
以下将结合附图对本实用新型进行详细说明,如图1-2所示:一种碳纤维板锚具,包括锚板1和夹片组,所述锚板内设置有自锚板前端至后端截面积逐渐增大的楔形通孔2,锚板前端设置有曲面3,所述夹片组包括上楔形板4和下楔形板5,上楔形板和下楔形板夹紧碳纤维板后与楔形通孔配合,上楔形板的夹持面为波形面41,波形面的设计考虑了板厚和曲率效应,下楔形板的夹持面上设置有凹槽51,所述波形面与凹槽匹配,所述上楔形板与下楔形板的夹持面上设置有一层环氧类胶体,所述锚板由硬质合金制成,也可由其他复合材料制成,所述上楔形板和下楔形板均由软质合金制成,也可由其他复合材料制成。使用时,将碳纤维板或其他复合纤维材料夹持在上楔形板和下楔形板之间,然后将上、下楔形板合拢后与楔形通孔紧配合,利用楔形效应锁紧即可。该结构的碳纤维板锚具,一方面,通过楔形效应锁紧,使得锁紧更加可靠,另一方面,波形面与凹槽配合,增大了夹持面的摩擦力,保证了碳纤维板等复合材料片的夹持和锚固效果,此外,锚板的前端设置有曲面,能避免碳纤维板在受拉时应力集中,可以充分发挥碳纤维板的极限强度和确保其使用寿命。 The utility model will be described in detail below in conjunction with the accompanying drawings, as shown in Figure 1-2: a carbon fiber plate anchor, including an anchor plate 1 and a clip group, the anchor plate is provided with a The wedge-shaped through hole 2 with a gradually increasing cross-sectional area, the front end of the anchor plate is provided with a curved surface 3, and the clip set includes an upper wedge-shaped plate 4 and a lower wedge-shaped plate 5. Hole matching, the clamping surface of the upper wedge-shaped plate is a corrugated surface 41, the design of the corrugated surface has considered the plate thickness and curvature effects, and the clamping surface of the lower wedge-shaped plate is provided with a groove 51, and the corrugated surface matches the groove, A layer of epoxy colloid is provided on the clamping surface of the upper wedge-shaped plate and the lower wedge-shaped plate, and the anchor plate is made of hard alloy, and can also be made of other composite materials. The upper wedge-shaped plate and the lower wedge-shaped plate Both are made of soft alloys and can also be made of other composite materials. When in use, the carbon fiber plate or other composite fiber materials are clamped between the upper wedge-shaped plate and the lower wedge-shaped plate, and then the upper and lower wedge-shaped plates are closed to fit tightly with the wedge-shaped through hole and locked by the wedge-shaped effect. The carbon fiber plate anchor with this structure, on the one hand, locks through the wedge effect, making the locking more reliable; The clamping and anchoring effect of the material sheet, in addition, the front end of the anchor plate is provided with a curved surface, which can avoid the stress concentration of the carbon fiber plate when it is pulled, and can fully exert the ultimate strength of the carbon fiber plate and ensure its service life.
作为上述技术方案的进一步改进,所述上楔形板的前端设置有与其夹持面连通的弧形面6,所述下楔形板的前端也设置有与其夹持面连通的弧形面。弧形面使碳纤维板在张拉方向上受力更加均匀,同时避免碳纤维板在前端被剪断。 As a further improvement of the above technical solution, the front end of the upper wedge plate is provided with an arcuate surface 6 communicating with its clamping surface, and the front end of the lower wedge plate is also provided with an arcuate surface communicated with its clamping surface. The curved surface makes the carbon fiber plate more uniform in the tension direction, and at the same time prevents the carbon fiber plate from being sheared at the front end.
作为上述技术方案的进一步改进,所述波形面上凸起的振幅自上楔形板前端至后端逐渐增大。这就使得靠近上楔形板前端的凸起相对平缓,由于碳纤维板越靠近上楔形板前端,所受的预张力越大,相对平缓的凸起能进一步避免碳纤维板被剪断。 As a further improvement of the above technical solution, the amplitude of the protrusions on the wave surface gradually increases from the front end to the rear end of the upper wedge-shaped plate. This makes the protrusion near the front end of the upper wedge plate relatively gentle, because the closer the carbon fiber plate is to the front end of the upper wedge plate, the greater the pre-tension suffered, and the relatively gentle protrusion can further prevent the carbon fiber plate from being sheared.
作为上述技术方案的进一步改进,所述下楔形板的夹持面上设置有多个卡槽7,所述卡槽内设置有与卡槽滑动连接的防滑齿8,所述防滑齿底部通过弹簧9与卡槽底部连接。初始状态时,防滑齿一部分位于卡槽内,一部分露出卡槽外,在夹紧碳纤维板的过程中,防滑齿在弹簧弹力的推动作用下,与碳纤维板紧密接触,能增大摩擦力,避免打滑,进一步提高锚固效果。 As a further improvement of the above technical solution, a plurality of slots 7 are provided on the clamping surface of the lower wedge-shaped plate, and anti-skid teeth 8 that are slidably connected with the slots are arranged in the slots, and the bottom of the anti-skid teeth is passed through a spring. 9 is connected with the bottom of the card slot. In the initial state, part of the anti-slip teeth is located in the slot, and a part is exposed outside the slot. During the process of clamping the carbon fiber plate, the anti-slip teeth are in close contact with the carbon fiber plate under the push of the spring force, which can increase friction and avoid Slip to further improve the anchoring effect.
作为上述技术方案的进一步改进,所述上楔形板和下楔形板夹紧碳纤维板后与楔形通孔配合,楔形通孔的小尺寸端与上、下楔形板之间均存在间隙10,间隙的存在能进一步避免了碳纤维板被剪切破坏。 As a further improvement of the above technical solution, the upper wedge-shaped plate and the lower wedge-shaped plate clamp the carbon fiber plate and cooperate with the wedge-shaped through-hole, and there is a gap 10 between the small-sized end of the wedge-shaped through-hole and the upper and lower wedge-shaped plates. The presence of energy further prevents the carbon fiber plate from being sheared.
最后说明的是,以上实施例仅用以说明本实用新型的技术方案而非限制,尽管参照较佳实施例对本实用新型进行了详细说明,本领域的普通技术人员应当理解,可以对本实用新型的技术方案进行修改或者等同替换,而不脱离本实用新型技术方案的宗旨和范围,其均应涵盖在本实用新型的权利要求范围当中。 Finally, it is noted that the above embodiments are only used to illustrate the technical solutions of the present utility model without limitation. Although the utility model has been described in detail with reference to the preferred embodiments, those of ordinary skill in the art should understand that the utility model can be Modifications or equivalent replacements of the technical solutions without departing from the purpose and scope of the technical solutions of the utility model shall be covered by the claims of the utility model.
Claims (7)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520195368.8U CN204510623U (en) | 2015-04-02 | 2015-04-02 | Carbon beaverboard anchorage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520195368.8U CN204510623U (en) | 2015-04-02 | 2015-04-02 | Carbon beaverboard anchorage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204510623U true CN204510623U (en) | 2015-07-29 |
Family
ID=53708615
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520195368.8U Expired - Fee Related CN204510623U (en) | 2015-04-02 | 2015-04-02 | Carbon beaverboard anchorage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204510623U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104746803A (en) * | 2015-04-02 | 2015-07-01 | 招商局重庆交通科研设计院有限公司 | Carbon fiber plate anchor gear |
| CN108385653A (en) * | 2018-05-10 | 2018-08-10 | 安徽中路工程材料有限公司 | Waveform antiskid High strength geogrid |
| CN108396726A (en) * | 2018-04-16 | 2018-08-14 | 张曼 | A kind of geotechnical grid and riveted structure |
| CN117489044A (en) * | 2023-11-21 | 2024-02-02 | 长沙理工大学 | Variable-ripple clamping piece anchorage device for prestressed carbon fiber plate |
-
2015
- 2015-04-02 CN CN201520195368.8U patent/CN204510623U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104746803A (en) * | 2015-04-02 | 2015-07-01 | 招商局重庆交通科研设计院有限公司 | Carbon fiber plate anchor gear |
| CN108396726A (en) * | 2018-04-16 | 2018-08-14 | 张曼 | A kind of geotechnical grid and riveted structure |
| CN108385653A (en) * | 2018-05-10 | 2018-08-10 | 安徽中路工程材料有限公司 | Waveform antiskid High strength geogrid |
| CN117489044A (en) * | 2023-11-21 | 2024-02-02 | 长沙理工大学 | Variable-ripple clamping piece anchorage device for prestressed carbon fiber plate |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104746803A (en) | Carbon fiber plate anchor gear | |
| CN204510623U (en) | Carbon beaverboard anchorage | |
| CN103837383B (en) | Pre-stressed carbon fiber sheet material dual-flat plate ground tackle anchoring property test method | |
| CN204386036U (en) | A kind of pre-stressed carbon fiber beaverboard anchorage | |
| CN208578344U (en) | A kind of intermediate plate type articulated anchor device of fiber reinforced composite board | |
| CN102182326A (en) | Strengthening method for concrete flexural member | |
| CN103590540B (en) | The anchoring hookup of carbon fiber enhancement resin base composite material plate | |
| CN102926551B (en) | Device and method for reinforcing flexural concrete member | |
| CN205189240U (en) | Carbon fiber plate ground tackle subassembly | |
| CN1332104C (en) | Carbon fiber board anchor for civil engineering construction | |
| CN103174261A (en) | Carbon fiber board clamping piece with arc-shaped surface | |
| CN105369985A (en) | Curved-plate type anchorage device for carbon fiber plates | |
| CN211341892U (en) | Quick reinforced structure of reinforced concrete member | |
| CN202299472U (en) | Reinforcing structure for reinforcing concrete beam by pre-stressed carbon fibre plate | |
| CN204510624U (en) | Carbon beaverboard anchorage tensioning system | |
| CN208604971U (en) | Anchoring structure of a carbon fiber board | |
| CN204492006U (en) | A kind of fiber composite plate indexable ground tackle | |
| CN211499893U (en) | High-efficiency prestressed carbon fiber plate anchoring system | |
| CN105544870B (en) | Anchorage of pre-stressed carbon fiber reinforced plastics sheet material and preparation method thereof | |
| CN205976593U (en) | Anti -shearing carbon fiber plate ground tackle | |
| CN205474880U (en) | Anchor of carbon fiber reinforcement composite sheet | |
| CN205206145U (en) | Carbon fiber plate anchor | |
| CN105569272B (en) | Pawl type carbon beaverboard anchorage | |
| CN209723682U (en) | A kind of anchor structure promoting beams of concrete Flexural strength efficiency | |
| CN203769195U (en) | Carbon fiber clamping device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20150729 |