CN103334543A - Three-dimensional point welding space truss - Google Patents
Three-dimensional point welding space truss Download PDFInfo
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- CN103334543A CN103334543A CN2013102446506A CN201310244650A CN103334543A CN 103334543 A CN103334543 A CN 103334543A CN 2013102446506 A CN2013102446506 A CN 2013102446506A CN 201310244650 A CN201310244650 A CN 201310244650A CN 103334543 A CN103334543 A CN 103334543A
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Abstract
The invention discloses a three-dimensional point welding space truss. The three-dimensional point welding space truss comprises meshes and a support, wherein the meshes are in surface parallel without contacting each other, and the support is perpendicular to the planes of the meshes and connect and fix the adjacent meshes so as to form the truss. The three-dimensional point welding space truss provided by the invention adopts a three-dimensional structure, the material is light, the structure is firm, the weight of a reinforced component is light, the weather resistance is good, and the structure stability and carrying capacity are greatly improved.
Description
Technical field
Type of the present invention relates to three-dimensional constraining and the reinforcing of thin-wall member and lightweight material member, especially relates to a kind of three-dimensional spot welding space net rack.
Background technology
Along with to environmental protection; energy-conservation; material-saving; the consumption of novel foam concrete lightweight material member and concrete thin-wall member and composite element is in continuous increase; but all be to adopt single or multiple lift monolithic net sheet to reinforce usually for the Scheme of Strengthening of these members, this reinforcing mode can not produce three-dimensional constraining to member, thereby causes the shear resistance of member and anti-pressure ability poor; structural stability and supporting capacity are all lower, define the range of application of member to a great extent.
Summary of the invention
The invention provides a kind of three-dimensional spot welding space net rack, it is made up of net sheet and net support, owing to adopted 3-D solid structure, thus element structure stability and the supporting capacity of reinforcing are all improved a lot.
Technical problem to be solved by this invention is achieved through the following technical solutions:
Comprise at least two net sheets, net support, parallel and be not in contact with one another for face between net sheet and the net sheet, adjacent net pieces supports by net and is connected and fixed.
Preferably, described net sheet is plane or cambered surface, and the net support is vertical with the tangent plane of net plate plane or net sheet cambered surface.
Preferably, described net sheet is staggered by vertical twine and horizontal twine and forms, and vertically twine adopts spot welding to be connected with the horizontal intersection point between the twine, described net support with the net sheet between employing spot welding be connected.
Preferably, described vertical twine constitutes a plurality of grids with the horizontal mutual criss-cross arrangement of twine, and the length of side of each described grid is 10-60mm.
Preferably, described grid is rectangular mesh.
Preferably, the two ends of described net support are adjacent the fixedly connected by netting the twine that supports the outside of two net sheets respectively.
Preferably, described twine is identical with net timbering matter, is zinc-coated wire, stainless steel wire or reinforcing bar.
Preferably, the spacing between the adjacent described net sheet is for thin-wall member 25-30mm; Lightweight material and heat insulating material can require to set the distance of two net sheets according to reality.
Preferably, laterally be 40-100mm with spacing longitudinally between the adjacent described net support.
The invention has the beneficial effects as follows: adopted 3-D solid structure, materials are light, sound construction, make the construction weight of reinforcing light, good weatherability strengthens the member shearing resistance anti-pressure ability of reinforcing, and all has significantly to promote on structural stability and supporting capacity.
Description of drawings
Fig. 1 is the structural representation of a kind of three-dimensional spot welding space net rack of the present invention.
The specific embodiment
In order to further describe technical characterstic of the present invention and effect, below in conjunction with the drawings and specific embodiments the present invention is described further.
As shown in Figure 1, a kind of three-dimensional spot welding space net rack, formed by net sheet 1 and net support 2, described net sheet 1 is plane or cambered surface, described net sheet is interlocked by one group of vertical twine 3 and one group of horizontal twine 4 and forms, vertically twine 3 with vertically between the twine 3 and laterally the spacing between twine 4 and the horizontal twine 4 be 10-60mm, vertically twine 3 is with laterally twine 4 is vertical mutually, form foursquare grid, described twine adopts zinc-coated wire with the net support, stainless steel wire or reinforcing bar, the corrosion resistance of rack integral body is strengthened, firm and durable more, maintenance face is parallel between net sheet and the net sheet, the spacing that keeps 25-100mm, net support 2 is netted support to the support strength maximum efficiency of net sheet perpendicular to the tangent plane of net sheet 1 plane or net sheet cambered surface to reach, and longitudinal pitch and horizontal spacing are 40-100mm between the adjacent net support, and adjacent net pieces 1 is connected and fixed to form complete rack by net support 2.In order to make the net support reach maximum to the constraint strength of net sheet, rack is more firm, vertical twine 3 that the two ends of described net support 2 are adjacent two net sheets 1 respectively is that (adjacent net sheet is by laterally twine 4 and vertically twine 3 compositions for outside twine, vertically twine 3 is the twine by the net support outside, laterally twine 4 is the twine by net support inboard) fixedly connected, also be unlikely to make twine outwards to come off even there is solder joint between the inboard twine of part and the outside twine to come off like this, thereby space truss structure is caused a devastating effect.Adopt the overall structure of above size rack firmly stable, and material is saved relatively.
This solid spot welding space net rack can be applied in the thin-walled building field, be arranged in the thin-wall member with reinforcement intensity, effectively filler aggregate (concrete or other lightweight materials) is carried out the measurements of the chest, waist and hips constraint, can allow aggregate under the situation of multiaspect pressurized, work, thereby improved its supporting capacity, can offer the outer bending resistance of face of thin-wall member simultaneously.When reaching a certain height, the thin-walled building regrets occurring the phenomenon of unstable failure, because existing thin-wall member less stable, so the floor height of thin wall construction building is all below ten layers, the present invention can bring up to the thin-walled building storey 25-30 layer, thereby expanded the application of thin-wall member, and can save a large amount of building materials, energy-conserving and environment-protective.This rack can also be used for the outer tables and chairs of make-up room, and thin-walled lightweight material members such as building interior division wall make it stressed jointly with lightweight material, and it is in light weight that member is had, bearing capacity height, characteristics such as good weatherability.
Above-mentioned three-dimensional spot welding space net rack has adopted 3-D solid structure, quality is light, sound construction has significantly increased the shearing resistance anti-pressure ability of member under the situation that increases component quality not significantly, also make the structural stability of member and supporting capacity that by a relatively large margin lifting is arranged simultaneously.
The above only is embodiments of the invention; be not so limit claim of the present invention; every equivalent structure or equivalent flow process conversion that utilizes manual of the present invention and accompanying drawing content to do; or directly or indirectly be used in other relevant technical fields, all in like manner be included in the scope of patent protection of the present invention.
Claims (9)
1. three-dimensional spot welding space net rack is characterized in that: comprise at least two net sheets, net support, parallel and be not in contact with one another for face between net sheet and the net sheet, adjacent net pieces supports by net and is connected and fixed.
2. a kind of three-dimensional spot welding space net rack according to claim 1, it is characterized in that: described net sheet is plane or cambered surface, described net support is vertical with the tangent plane of net plate plane or net sheet cambered surface.
3. a kind of three-dimensional spot welding space net rack according to claim 1, it is characterized in that: described net sheet is staggered with horizontal twine by vertical twine and forms, described vertical twine adopts spot welding to be connected with the horizontal intersection point between the twine, and employing spot welding is connected between described net support and the net sheet.
4. a kind of three-dimensional spot welding space net rack according to claim 3 is characterized in that: described vertical twine constitutes a plurality of grids with the horizontal mutual criss-cross arrangement of twine, and the length of side of each described grid is 10-60mm.
5. a kind of three-dimensional spot welding space net rack according to claim 4, it is characterized in that: described grid is rectangular mesh.
6. a kind of three-dimensional spot welding space net rack according to claim 3 is characterized in that: it is fixedly connected that the two ends of described net support are adjacent the twine by outside the net support of two net sheets respectively.
7. according to the described a kind of three-dimensional spot welding space net rack of claim 1-6, it is characterized in that: described twine is identical with net timbering matter, is zinc-coated wire, stainless steel wire or reinforcing bar.
8. according to the described a kind of three-dimensional spot welding space net rack of claim 1-6, it is characterized in that: the spacing between the adjacent described net sheet is 25-30mm.
9. according to the described a kind of three-dimensional spot welding space net rack of claim 1-6, it is characterized in that: laterally be 40-100mm with spacing longitudinally between the adjacent described net support.
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CN2013102446506A CN103334543A (en) | 2013-06-20 | 2013-06-20 | Three-dimensional point welding space truss |
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CN2013102446506A CN103334543A (en) | 2013-06-20 | 2013-06-20 | Three-dimensional point welding space truss |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106801474A (en) * | 2017-01-22 | 2017-06-06 | 南阳理工学院 | A kind of high-strength anti-crack wall and its construction method |
CN107832536A (en) * | 2017-11-16 | 2018-03-23 | 中船黄埔文冲船舶有限公司 | A kind of longitudinal profile rib position marks modeling method |
CN110469040A (en) * | 2019-03-27 | 2019-11-19 | 于鲁辉 | High ductility wall plate member with three-dimensional bending arrangement of reinforcement |
CN114250906A (en) * | 2021-11-26 | 2022-03-29 | 上海安围智能科技股份有限公司 | Assembled wallboard and assembling method thereof |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN201232289Y (en) * | 2008-05-09 | 2009-05-06 | 北京现代建筑材料有限责任公司 | Reinforcement structure of autoclaved and aerated concrete board |
CN102922600A (en) * | 2012-11-06 | 2013-02-13 | 闫丕春 | Preparation method of floor plate |
CN203412186U (en) * | 2013-06-20 | 2014-01-29 | 昆山生态屋建筑技术有限公司 | Three-dimensional spot welding space net frame |
-
2013
- 2013-06-20 CN CN2013102446506A patent/CN103334543A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201232289Y (en) * | 2008-05-09 | 2009-05-06 | 北京现代建筑材料有限责任公司 | Reinforcement structure of autoclaved and aerated concrete board |
CN102922600A (en) * | 2012-11-06 | 2013-02-13 | 闫丕春 | Preparation method of floor plate |
CN203412186U (en) * | 2013-06-20 | 2014-01-29 | 昆山生态屋建筑技术有限公司 | Three-dimensional spot welding space net frame |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106801474A (en) * | 2017-01-22 | 2017-06-06 | 南阳理工学院 | A kind of high-strength anti-crack wall and its construction method |
CN107832536A (en) * | 2017-11-16 | 2018-03-23 | 中船黄埔文冲船舶有限公司 | A kind of longitudinal profile rib position marks modeling method |
CN107832536B (en) * | 2017-11-16 | 2021-02-26 | 中船黄埔文冲船舶有限公司 | Longitudinal profile rib position mark modeling method |
CN110469040A (en) * | 2019-03-27 | 2019-11-19 | 于鲁辉 | High ductility wall plate member with three-dimensional bending arrangement of reinforcement |
CN114250906A (en) * | 2021-11-26 | 2022-03-29 | 上海安围智能科技股份有限公司 | Assembled wallboard and assembling method thereof |
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Application publication date: 20131002 |