CN104153562A - Anti-seismic anti-crack tabulate tension mesh - Google Patents
Anti-seismic anti-crack tabulate tension mesh Download PDFInfo
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- CN104153562A CN104153562A CN201410404535.5A CN201410404535A CN104153562A CN 104153562 A CN104153562 A CN 104153562A CN 201410404535 A CN201410404535 A CN 201410404535A CN 104153562 A CN104153562 A CN 104153562A
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- fillet
- plate body
- pulling force
- crack resistance
- resistance type
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- 210000004027 cell Anatomy 0.000 claims description 55
- 238000007373 indentation Methods 0.000 claims description 17
- 210000003850 cellular structure Anatomy 0.000 claims description 6
- 230000001154 acute effect Effects 0.000 claims description 4
- 239000007787 solid Substances 0.000 abstract description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 239000002184 metal Substances 0.000 description 4
- 229910052751 metal Inorganic materials 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000003139 buffering effect Effects 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 235000003283 Pachira macrocarpa Nutrition 0.000 description 1
- 244000082204 Phyllostachys viridis Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 240000001085 Trapa natans Species 0.000 description 1
- 235000014364 Trapa natans Nutrition 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 229910003460 diamond Inorganic materials 0.000 description 1
- 239000010432 diamond Substances 0.000 description 1
- 230000029087 digestion Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 235000009165 saligot Nutrition 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000012216 screening Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses an anti-seismic anti-crack tabulate tension mesh, and belongs to the technical field of architectural engineering. The anti-seismic anti-crack tabulate tension mesh solves the technical problem that a tension mesh in the prior art is unstable in structure, low in strength, short in service life and the like. The anti-seismic anti-crack tabulate tension mesh comprises a meshed plate body which is of a honeycomb structure formed by mutually connecting a plurality of hexagonal mesh units, and the mesh units are composed of mesh edges shaped like flat strips. The anti-seismic anti-crack tabulate tension mesh is solid in structure and long in service life.
Description
Technical field
The invention belongs to construction engineering technical field, relate to a kind of pulling force net, relate in particular to a kind of antidetonation crack resistance type tabular pulling force net.
Background technology
The limp of the scaffold of existing building engineering construction (bed board), be mostly traditional bamboo plank or bamboo-wood plyboard and form, this limp not only application life short, solid not, its safety and reliability of what is more important is inadequate, easily occurs safety problem; And be directed to the limp that this improves the steel plate structure using, and relatively involving great expense, use cost is high, simultaneously because it is large from weight, to such an extent as to has increased the support difficulty of integral-scaffold.
Limp or catch net when also useful netted metal sheet is used as building, but existing metal sheet is welded with iron wire conventionally, tensile resistence is not strong, and structure is insecure.
In order to overcome the deficiencies in the prior art, people are through constantly exploring, various solutions have been proposed, as Chinese patent literature discloses a kind of expanded metal lath bed board [notification number: CN203188595U], comprise web plate body, the corresponding limit of described web plate body is provided with sheath device, and described sheath device comprises groove type limit cover, is fit over the corresponding limit of described web plate body by this groove type limit cover.
The expanded metal lath bed board of such scheme is used safety, does not hinder trick while setting up, and is difficult for causing extra safety problem, uses safety.But the net structure of the net laying plate of this scheme is diamond structure, so structure built on the sand, and tensile resistence is poor, and application life is not long.
Summary of the invention
The object of the invention is for the deficiencies in the prior art, provide that a kind of structure fastness, intensity are high, the antidetonation crack resistance type tabular pulling force net of long service life.
For achieving the above object, the present invention has adopted following technical proposal: a kind of antidetonation crack resistance type tabular pulling force net, comprise and be latticed plate body, described plate body is hexagonal grid cell and is interconnected to cellular structure by some, and described grid cell is comprised of the selvage of flat-shaped.
In above-mentioned antidetonation crack resistance type tabular pulling force net, described selvage comprises support edge and fillet, the width of fillet is support edge 2 times, each grid cell comprises 4 support edges and 2 fillets.
In above-mentioned antidetonation crack resistance type tabular pulling force net, in each grid cell, two fillets are parallel to each other, and every 3 grid cells share a fillet, and every two ends by the shared fillet of 3 grid cells connect respectively two support edges.
In above-mentioned antidetonation crack resistance type tabular pulling force net, every residing plane of fillet and/or support edge is parallel to each other, and every residing plane of fillet and/or support edge and the residing plane of plate body are acute angle.
In above-mentioned antidetonation crack resistance type tabular pulling force net, in each grid cell, the support edge of fillet both sides is pressed on the top, support edge of another fillet both sides.
In above-mentioned antidetonation crack resistance type tabular pulling force net, the two ends of every fillet connect respectively two support edges, and there is an indentation at the two ends of every fillet, and this indentation is extended to the end of fillet by the inside of fillet.
In above-mentioned antidetonation crack resistance type tabular pulling force net, two support edges that are connected with the end of fillet are intersected in the end of fillet and are formed interface portion, and one end that described indentation extends to fillet end is connected with interface portion.
In above-mentioned antidetonation crack resistance type tabular pulling force net, described grid cell is regular hexagon, and the length of fillet is identical with the length of support edge, and the width of the fillet twice that is support edge.
In above-mentioned antidetonation crack resistance type tabular pulling force net, the both sides of described plate body have and are wavy plate body protection edge, and this plate body protection edge has smooth arc.
In above-mentioned antidetonation crack resistance type tabular pulling force net, described plate body protection edge comprises some the interconnective arc-shaped sides of head and the tail, and the two ends of arc-shaped side are connected with the fillet in same grid cell not respectively, and the width of arc-shaped side is greater than support edge.
Compared with prior art, the invention has the advantages that: by the setting of hexagonal grid cell, make the stabilized structure of whole plate body; The width different from support edge by fillet arrange, and have improved the structural strength between adjacent grid cell, make adjacent grid cell be difficult for being torn, thereby keep the cellular structure of plate body; By the skewed setting of grid cell, improved plate body axial be subject to force intensity; By indentation is set on fillet, improved the horizontal tensile force of grid cell, make plate body when lateral stressed, have more cushion effect; The setting of plate body protection edge, has improved the intensity at plate body edge.To sum up, design of the present invention, has formed vertical, horizontal, axial three-dimensional integrated stretch-proof system, and sound construction when stressed, has shockproof function, so application life is longer.
When the present invention is used for building, it can allow brick and cement mortar form an indivisible overall structure, to greatest extent building stress and vibration is absorbed also to " digestion ", and shockproof effect of prestressed is splendid.In addition, can also protect and repair the part of wall ash most fragile, its wing (being plate body protection edge) can firmly embed in whole degree of depth of plastered mud in any side of water chestnut line, greatly improves the safety factor of China's building.
Accompanying drawing explanation
Fig. 1 is structural representation provided by the invention;
Fig. 2 is the schematic perspective view that arc-shaped side is connected with grid cell;
Fig. 3 is the structural representation of grid cell provided by the invention;
Fig. 4 is the structural representation of another kind of grid cell provided by the invention.
In figure, grid cell 10, selvage 20, support edge 21, fillet 22, interface portion 23, indentation 30, plate body protection edge 40, arc-shaped side 41, plate body 100.
The specific embodiment
Below in conjunction with the drawings and the specific embodiments, the present invention is further detailed explanation.
As shown in Figure 1, a kind of antidetonation crack resistance type tabular pulling force net, comprise and be latticed plate body 100, described plate body 100 is hexagonal grid cell 10 and is interconnected to cellular structure by some, and described grid cell 10 is comprised of the selvage 20 of flat-shaped, that is to say what each grid cell 10 was comprised of the selvage 20 of flat-shaped, but not cylindrical limit as iron wire is formed by connecting.
Hexagonal structure is a kind of law of nature, every columnar object, and when being under pressure, its cross section is all hexagon; Simultaneously hexagon image triangle equally has stability, thereby grid cell of the present invention 10 is for hexagon and interconnect and be cellular structure, the extruding between avoiding mutually, and structure is highly stable.And stable grid cell 10 has stronger crushing resistance and crush resistance, improved intensity and the application life of plate body 100.
As preferred version, grid cell 10 is regular hexagon, and the length of fillet 22 is identical with the length of support edge 21, and the width of fillet 22 is the twice of support edge 21.
Specifically, as shown in Figure 3, selvage 20 comprises support edge 21 and fillet 22, the width of fillet 22 is 2 times of support edge 21, when grid cell 10 is during by longitudinal stretching, because the width of fillet 22 is larger, the tensile force that therefore can bear is also larger, each grid cell 10 comprises 4 support edges 21 and 2 fillets 22, every 3 grid cells 10 share a fillet 22, every two grid cells 10 share a gripper shoe 21, and every two ends by the shared fillet 22 of 3 grid cells 10 connect respectively two support edges 21.In each grid cell 10, two fillets 22 are parallel to each other and two ends respectively connect a support edge 21.
It should be noted that, in the present embodiment, support edge 21 and fillet 22 are integrated.
Every the residing plane of fillet 22 and/or support edge 21 is parallel to each other, and every residing plane of fillet 22 and/or support edge 21 and the residing plane of plate body 100 are acute angle, that is to say, each grid cell 10 presents the posture of inclination, and the angle between the axial line of grid cell 10 and the axial line of plate body 100 is acute angle.As shown in Figure 2, in each grid cell 10, the support edge 21 of fillet 22 both sides is pressed on 21 tops, support edge of another fillet 22 both sides, that is to say, the both sides of each grid cell 10, thus realize mutual stacked state between grid cell 10.This be due to, the width of fillet 22 is greater than support edge 21, when plate body 100 horizontal positioned, as made support edge 21 there is identical vertical height with fillet 22, can only realize by inclination support edge 21 and fillet 22, also just because of the setting of this inclination, make selvage 20 or grid cell 10 have more in vertical direction crushing resistance.
As preferred version, as shown in Figure 4, the two ends of every fillet 22 connect respectively two support edges 21, and there is an indentation 30 at the two ends of every fillet 22, and this indentation 30 can run through two surfaces of fillet 22, also can only run through one of them surface; This indentation 30 is extended to the end of fillet 22 by the inside of fillet 22, the indentation 30 on every fillet 22 does not connect mutually, therefore fillet 22 can not disconnected.Two support edges 21 that are connected with the end of fillet 22 are intersected in the end of fillet 22 and are formed interface portion 23, and one end that described indentation 30 extends to fillet 22 ends is connected with interface portion 23.When grid cell 10 is made by cross directional stretch, indentation 30 can be torn, thereby the buffering of providing prevents fracture between adjacent grid cell 10, has also just improved the horizontal resistance to tension of plate body 100.
As shown in Figure 1 and Figure 2; the both sides of plate body 100 have and are wavy plate body protection edge 40; this plate body protection edge 40 has smooth arc; protect human body can not injured by a crashing object or hurt by grid cell 10 on the one hand; also be the mechanism's formation buffering by arc on the other hand, prevent that the edge of plate body 100 is torn destruction.Specifically, plate body protection edge 40 comprises some the interconnective arc-shaped sides 41 of head and the tail, that is to say, plate body protected apron 40 is integrated, the two ends of arc-shaped side 41 are connected with the fillet 22 in same grid cell 10 not respectively, and the width of arc-shaped side 41 is greater than support edge 21, improved the intensity of arc-shaped side 41, also just improved the intensity of plate body 100 both sides.
The present invention, by the setting of hexagonal grid cell 10, makes the stabilized structure of whole plate body 100; The width different from support edge 21 by fillet 22 arrange, and have improved the structural strength between adjacent grid cell 10, make adjacent grid cell 10 be difficult for being torn, thereby keep the cellular structure of plate body 100; By the skewed setting of grid cell 10, improved plate body 100 axial be subject to force intensity; By indentation 30 is set on fillet 22, improved the horizontal tensile force of grid cell 10, make plate body 100 when lateral stressed, have more cushion effect; The setting of plate body protection edge 40, has improved the intensity of plate body frontside edge.To sum up, design of the present invention, has formed vertical, horizontal, axial three-dimensional integrated stretch-proof system, sound construction when stressed, so application life is longer.
In the present embodiment, support edge 21, fillet 22, interface portion 23, indentation 30, the one-body molded formation plate body 100 of arc-shaped side 41.
The present invention builds protective screening in the time of can be for building, also can be for forming wall body structure with concrete in body of wall, or for building highway etc.
Specific embodiment described herein is only to the explanation for example of the present invention's spirit.Those skilled in the art can make various modifications or supplement or adopt similar mode to substitute described specific embodiment, but can't depart from spirit of the present invention or surmount the defined scope of appended claims.
Although more used the terms such as grid cell 10, selvage 20, support edge 21, fillet 22, interface portion 23, indentation 30, plate body protection edge 40, arc-shaped side 41, plate body 100 herein, do not got rid of the possibility of using other term.Use these terms to be only used to describe more easily and explain essence of the present invention, they are construed to any additional restriction is all contrary with spirit of the present invention.
Claims (10)
1. an antidetonation crack resistance type tabular pulling force net, comprise and be latticed plate body (100), it is characterized in that, described plate body (100) is interconnected to cellular structure by some hexagonal grid cells (10) that are, and described grid cell (10) is comprised of the selvage (20) of flat-shaped.
2. antidetonation crack resistance type tabular pulling force net according to claim 1, it is characterized in that, described selvage (20) comprises support edge (21) and fillet (22), the width of fillet (22) is 2 times of support edge (21), and each grid cell (10) comprises 4 support edges (21) and 2 fillets (22).
3. antidetonation crack resistance type tabular pulling force net according to claim 2, it is characterized in that, in each grid cell (10), article two, fillet (22) is parallel to each other, every 3 grid cells (10) share a fillet (22), and every two ends by the shared fillet (22) of 3 grid cells (10) connect respectively two support edges (21).
4. antidetonation crack resistance type tabular pulling force net according to claim 3, it is characterized in that, the residing plane of every fillet (22) and/or support edge (21) is parallel to each other, and every fillet (22) and/or the residing plane in support edge (21) and the residing plane of plate body (100) are acute angle.
5. antidetonation crack resistance type tabular pulling force net according to claim 4, it is characterized in that, in each grid cell (10), the support edge (21) of a fillet (22) both sides is pressed on the top, support edge (21) of another fillet (22) both sides.
6. according to the antidetonation crack resistance type tabular pulling force net described in claim 2 or 3 or 4 or 5, it is characterized in that, the two ends of every fillet (22) connect respectively two support edges (21), there is an indentation (30) at the two ends of every fillet (22), and this indentation (30) is extended to the end of fillet (22) by the inside of fillet (22).
7. antidetonation crack resistance type tabular pulling force net according to claim 6, it is characterized in that, two support edges (21) that are connected with the end of fillet (22) are intersected in the end of fillet (22) and are formed interface portion (23), and one end that described indentation (30) extends to fillet (22) end is connected with interface portion (23).
8. according to the antidetonation crack resistance type tabular pulling force net described in claim 2 or 3 or 4 or 5, it is characterized in that, described grid cell (10) is regular hexagon, the length of fillet (22) is identical with the length of support edge (21), and the width of fillet (22) is the twice of support edge (21).
9. according to the antidetonation crack resistance type tabular pulling force net described in claim 2 or 3 or 4 or 5, it is characterized in that, the both sides of described plate body (100) have and are wavy plate body protection edge (40), and this plate body protection edge (40) has smooth arc.
10. antidetonation crack resistance type tabular pulling force net according to claim 9, it is characterized in that, described plate body protection edge (40) comprises some the interconnective arc-shaped sides of head and the tail (41), the two ends of arc-shaped side (41) are connected with the fillet (22) in same grid cell (10) not respectively, and the width of arc-shaped side (41) is greater than support edge (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410404535.5A CN104153562A (en) | 2014-08-15 | 2014-08-15 | Anti-seismic anti-crack tabulate tension mesh |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410404535.5A CN104153562A (en) | 2014-08-15 | 2014-08-15 | Anti-seismic anti-crack tabulate tension mesh |
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| Publication Number | Publication Date |
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| CN104153562A true CN104153562A (en) | 2014-11-19 |
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| CN201410404535.5A Pending CN104153562A (en) | 2014-08-15 | 2014-08-15 | Anti-seismic anti-crack tabulate tension mesh |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109204112A (en) * | 2018-10-24 | 2019-01-15 | 江苏飞达安全装备科技有限公司 | A kind of adjustable protective net of lorry |
| CN109229006A (en) * | 2018-10-24 | 2019-01-18 | 江苏飞达安全装备科技有限公司 | A kind of sliceable protective net |
| CN114753562A (en) * | 2022-04-25 | 2022-07-15 | 交通运输部公路科学研究所 | Plane grid prestressed sheet and reinforcing method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2231283Y (en) * | 1995-04-12 | 1996-07-17 | 曹卓 | Hexagonal mesh steel plate net |
| CN2406747Y (en) * | 1999-11-10 | 2000-11-22 | 刘侑竺 | Hexagonal pattern steel network |
| DE102006001721A1 (en) * | 2006-01-13 | 2007-07-26 | Röttger, Wilhelm, Dipl.-Ing. | Sealing strip of expanded metal mesh for ventilating roof ridge or burr, has extendable edges for molding at roof edge and knot length is larger than bar length of expanded metal mesh |
| WO2008082093A1 (en) * | 2006-12-28 | 2008-07-10 | Industry Foundation Of Chonnam National University | Light weight sandwich panels manufactured by using expanded metal process and bending process and manufacturing method thereof |
| CN204024021U (en) * | 2014-08-15 | 2014-12-17 | 中山市好生活电器有限公司 | Antidetonation crack resistance type tabular pulling force net |
-
2014
- 2014-08-15 CN CN201410404535.5A patent/CN104153562A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2231283Y (en) * | 1995-04-12 | 1996-07-17 | 曹卓 | Hexagonal mesh steel plate net |
| CN2406747Y (en) * | 1999-11-10 | 2000-11-22 | 刘侑竺 | Hexagonal pattern steel network |
| DE102006001721A1 (en) * | 2006-01-13 | 2007-07-26 | Röttger, Wilhelm, Dipl.-Ing. | Sealing strip of expanded metal mesh for ventilating roof ridge or burr, has extendable edges for molding at roof edge and knot length is larger than bar length of expanded metal mesh |
| WO2008082093A1 (en) * | 2006-12-28 | 2008-07-10 | Industry Foundation Of Chonnam National University | Light weight sandwich panels manufactured by using expanded metal process and bending process and manufacturing method thereof |
| CN204024021U (en) * | 2014-08-15 | 2014-12-17 | 中山市好生活电器有限公司 | Antidetonation crack resistance type tabular pulling force net |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109204112A (en) * | 2018-10-24 | 2019-01-15 | 江苏飞达安全装备科技有限公司 | A kind of adjustable protective net of lorry |
| CN109229006A (en) * | 2018-10-24 | 2019-01-18 | 江苏飞达安全装备科技有限公司 | A kind of sliceable protective net |
| CN109229006B (en) * | 2018-10-24 | 2023-09-19 | 江苏飞达安全装备科技有限公司 | Protective net capable of being spliced |
| CN114753562A (en) * | 2022-04-25 | 2022-07-15 | 交通运输部公路科学研究所 | Plane grid prestressed sheet and reinforcing method |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20160128 Address after: The Industrial Zone Xinyu Road Huangpu town, Guangdong city of Zhongshan Province, No. 2 528400 Applicant after: Wang Jusheng Address before: 528400 Guangdong Province, Zhongshan city Nantou Town North Industrial Zone Road, Fu Sheng Hui Wei Applicant before: ZHONGSHAN GOOD LIFE ELECTRIC CO., LTD. |
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Application publication date: 20141119 |
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