CN103982032A - Universal component system for treatment in buildings, decoration, furniture and ecosphere fields - Google Patents
Universal component system for treatment in buildings, decoration, furniture and ecosphere fields Download PDFInfo
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- CN103982032A CN103982032A CN201410232491.2A CN201410232491A CN103982032A CN 103982032 A CN103982032 A CN 103982032A CN 201410232491 A CN201410232491 A CN 201410232491A CN 103982032 A CN103982032 A CN 103982032A
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Abstract
The invention provides a universal component system for treatment in buildings, decoration, furniture and ecosphere fields. The universal component is a crossing connection structure system in vector control of a right-angle coordinate system and a curve parameter system. A precise frame of the universal component system is formed by marked vertical crossing ribs, marked curved parameter variable ribs, marked embedded linking ribs, marked reinforcing connection supports, marked variable crossing holes, marked three-dimensional positioning anchor rods, marked connection positioning points, marked preserved rib mounting coordinate points, marked three-dimensional support balls, marked enclosed decoration systems and the like, and a designed shape is completed by combing the precise frame with facial materials. The universal component system can be made of suitable materials like high-performance composite fiber materials and steel structures (light alloy) and suitable composite materials which are tensile, compression resistant, fatigue resistant and free of deformation. The materials can be freely combined and made into shaped frames in any shapes to meet design requirements of various levels, and coordinates and sizes of the universal component system can be precisely preset and shaped. The universal component system can be widely used in fields of buildings, decoration, furniture, slope protection, environment and ecology and the like.
Description
Technical field
The present invention relates to a kind of for building, finishing, furniture and the ecosphere standard member system of administering, belong to moulding component technology field.
Background technology
Architectural, have architectural appearance, building structure, basis, main body, HVAC system, electrical system, network system, supply and drain water system and outer net system, high-rise or senior villa is also provided with the integral framework that fire fighting system, urgent dredging system, monitoring system and underground parking form building.Design, construction, with material and detection on also have integral framework, no matter at brick mix structure, frame construction, frame structure or steel work, all wish each component of a system sealing integration management, operation is by design drawing and scheme, various systems synchronize with building to coordinate and are made corresponding configuration and reserved, and the later stage is integrated and improves modification.Closed modification needs and whole harmonious, and the internal construction material of finishing is flitch, square steel and lightgage steel joist etc. substantially now, welding and amount system, time-consuming, take a lot of work, noise is large.There is certain difficulty in accurate closure in later stage reservation process, complex model prefabricated molds difficulty etc.
Minute indoor and exterior finish on finishing.In decoration, moulding is essential, moulding is also the focus of expense material of taking a lot of work, it is more difficult making moulding, even inner frame also needs to design and construct according to concrete external form, time-consuming taking a lot of work, running into the design of concept fairing, is that material and construction cost all can increase greatly, the uncertain design accuracy that reaches.
On decorating structure material, present decorating structure material has flitch, square steel, lightgage steel joist, face body material is extensive, because material is confined on straight line, designer or user cannot make the curve modeling of various graces be arranged on widely living space, enable to do also and will take a lot of man-hours and raw material, significantly increase cost, present straight-plate-type finishing no doubt can make the regular of space-closed, but also has a lot of disadvantages.The building in short space, its space is difficult to produce stereovision and seems stiff and helpless, under the good environment of sealing, healthy and the quality of life of echo meeting impact producing, wide space do not have curve and moulding to be difficult to form graceful straight line, curve, moulding, level and punch, the space of closed activity.The moulding straight line of exterior decoration is shape and do not have effect.
On furniture, office accommodation.Furniture is pre-buried fastener syndeton mostly now.Its advantage is quick and easy for installation.Direction and coordinate point are pressed 32s system and are installed.Its design feature has determined to act on the structure that certain power on furniture will affect it.Though tenon structure Stability Analysis of Structures, complex structure.Raw material and workmanship all obtain meticulous, and cost is naturally very high.So being exempted from color chips part structure by straight plate, office appliance replaces, present sheet material materials mostly are composite plate (density board, shaving board, wood are moulded version, chlorine plate etc.) above press mold, owing to being that tabular built-in fitting connects thickness of slab deadweight in addition, the frequency that hinge is used is high, and the furniture life-span is shortened.
Bank protection in ecosphere, bank protection, soil erosion and improvement aspect, waters, can divide natural slope and Artificial Side-slope by the origin cause of formation, by formation lithology classification, can be divided into soil-slope and rock side slope.By strata structure, be divided into: layer structure side slope, block structure side slope and net structure side slope; By rock stratum tendency and the relation of slope aspect, be divided into: forward side slope, oppositely side slope and upright side slope.By the time limit, divide permanent side slope and provisional side slope.
Present ripe slope protection works type of protection:
The protection of respective material type
Wipe one's face and beat surface construction requirement: the thickness of 1. wiping one's face is generally 5～7cm, beating face thickness is 10～15cm, is generally equal thick section.2. wipe one's face and beat the periphery of face engineering and do not protect domatic joining place, should strictly seal.As done catchwater at its side slope top, face protection also will be wiped one's face or beat to bottom of trench and limes marginis.When 3. large area is wiped one's face or beats face, every 5～10m, should establish shrinkage joint.
Cement-soil bank protection thickness is generally 10～20cm.Cement mixing content is generally 8%～15%, during concrete volume construction, according to field trial, determines.Having in data demand design, its vector quantization is controlled bad, can only complete with fuzzy value, in materials and operation, just increases burden, and affects workmanship.
Facing wall structure requires:
(1) entity facing wall, 1. thickness is looked wall Gao Erding, generally adopts 0.4～0.6m, and bottom width generally equals top width and adds H/10～H/20; The height of single-stage revetment is generally no more than 15m, and the overall height of multistage revetment is generally no more than 30m.2. along wall height degree, the shrinkage joint of one 2cm is set every 10m, in seam, with pitch hemp cut, clogs.After spilled water hole, with rubble and sand, make loaded filter, to get rid of water drainage behind the wall.3. build before facing wall, all side slope is removed to weathered layer to fresh rock stratum, to weathering rock matter (as micaceous rock, chlorite schist etc.) side slope rapidly, dig out clearly after fresh scar, should build immediately facing wall.4. the former earth rammer of applied on top is filled out, in order to avoid current scour.
(2) hole window formula facing wall, the fenestra of hole window formula facing wall is generally Semicircular arched, high 2.5～3.5m, wide 2～3m, radius 1～1.5m.Its basis, thickness, shrinkage joint etc. are identical with entity facing wall, look concrete condition in fenestra, adopt dry-laid rubble, grass planting or beat face.
(3) arch formula facing wall, span of arch degree is hour (2～3m), and arch ring can adopt 10# cement bonded sand to grout slabstone, and sagitta, depending on complete rock stratum height below side slope, when the span of arch is larger, can adopt concrete arch rings.
Such Data Control structure and moulding are very complicated on working procedure, and speed of application is slower, also very fuzzy in standard.The design of various facing walls all has Data Control.
Slope bank protection
Slope comprises: the side slope on one side of the cut-fill subgrades embankment on highway, railway, the side slope of full filled-up ground all claims slope.
In slope protection, containing the calculating of excavation of foundation pit, excavation and filling earthwork, roadbed, roadbed side slope protective materials etc., in roadbed side slope protective materials and construction, original process and material, foundation ditch fluting, put slope, excavation and filling soil stone, smooth domatic, node, crab-bolt reinforcing, arrangement of reinforcement are set, catchwater are set, pavement, concreting (or sprayed mortar), again Prefabricated block, backfill or the Nutrition Soil of sowing grass seeds by duster be installed, carried out kind of a grass, tree planting, laying lawn.Complete biological protection and greening, the function of beautifying the environment.
Outside rationally necessary operation.In the operation that node, crab-bolt are set reinforce, arranges catchwater, pavement, exist and wait for and nonstandard poor efficiency, on the material structure that Prefabricated block is installed, also have the slow problem of construction.
On Measures for Soil Erosion and material, the main distributed areas of the reason of formation and China:
Say to overview: the mass erosions such as water erosion, wind erosion, freeze-thaw erosion and landslide, mud-rock flow, feature is different, interlaced.Loess Plateau Areas of Northwest, black soil of Northeast China Man Gang district, water erosion be take as main in Southern Red Soil hills area, northern native Mountainous Area, southern stone matter mountain area, is attended by a large amount of mass erosions; Freeze-thaw erosion be take as main in Qinghai-Tibet Platean; West droughty area, Wind-sandy Area and grassland region, erode very serious; The semiarid agriculture and animal husbandry ecotone in northwest is wind-water erosion acting in conjunction district.NORTHEAST REGION IN the erosion caused by sloping surfaces, ditch corrode and freeze-thaw erosion effect strong, water, wind corrode auxiliary it.
Measures for Soil Erosion and material:
Measures for Soil Erosion is effective is that biological treating measure and engineering control measure combine.Mountain, water, woods, field, the road comprehensive regulation, on hydraulic engineering is administered, in mountain region, the large hills of elevation drop or containing drop Man hilllock, rational classification is set dams and parallel works, mountain valley dykes and dams, reservoir, dyke and drain, canal, tributary and flood spillway etc., the mud that constructs a dam when administering gully, stream, interception mud sandstone such as check dam, folded water etc. be set flow into river course.Rivers on the way and source, planting grass plants trees, in forestry, improve shelterbelt network, the well developed root system of trees can be reinforced soil texture, again adjustable soil moisture, herbaceous plant vitality is strong, well developed root system, is attached to soil surface, alleviate water flow path to, reduce washing away of his-and-hers watches soil, and trees form surface vegetation.Complete shelterbelt network can control band ecological environment, the protection zone soil of checking winds and fixing drifting sand again.So it is one of the basic mode of controlling soil erosion.Improve Farmland Structures, at 25 degree, with Caused by Sloping Surfaces, make horizontal stand or level terraced field, irrigation drainage channel is set, the buffered water energy of flow.Can improve farm land quality again.Highway engineering construction is the important component part of national basis Facilities Construction, in highway engineering construction process, because line length is wide, cubic metre of earth and stone excavation and filling amount is large, increase the danger of soil erosion, to Highway Construction Project Based establishment water and soil conservation scheme, take prevention and control of soil erosion measure.Relevant departments are to have put into effect codes and standards and management rules.
In existing comprehensive regulation soil erosion measure, the main of biological control measure is seeds and the grass seeds of suitable local growth with material.In building of irrigation works and highway construction, with material, be stock in building, sand, stone, cement, reinforcing bar building materials etc. or the reinforcing material that contains carbon fiber level.
Such comprehensive regulation is fundamentally controlled soil erosion.It brings into play performance comprehensively must need a moulding to improve process, and in the meantime, the storage rate of woods grass and survival rate all can exert an influence to effect.
Numerous branch's river direction main stems, fluid dynamic energy drives silt, can make river channel sedimentation, river-bed rising, eagre, causes damage caused by waterlogging, so hydraulic department uses check dam, the modes such as mud that drop, construct a dam to reduce silt flow and enter main stem, soil is in the past built with the cross-section filling of plant can stop current mud, but steadiness and persistence are bad, and the mud amount of holding is difficult to grasp.The denumerable quantified controlling of muscles and bones structural meterials, arranges facility quantity, the alluvial of grasp mud and the impact of prevention mighty torrent of each spot height.
Suffer erosion injury and the position that weathers of self-assembling formation, this is punctuate throughout the year.For example: angle approaches edge point on the steep ditch of 90 degree, how to administer that ditch head advances, bottom trimming, top expansion.Ditch is all zigzag, and depth length is large, can not seal and plant sternly, leaves the not hidden danger of can completely radical cure soil erosion.Build that to build the cost of retaining wall too high again, be not easy to treat both principal and secondary aspect of disease.
Summary of the invention
The object of the invention is in order to solve the problem that prior art exists described in above-mentioned background technology, so provide a kind of for building, finishing, furniture and the ecosphere standard member system of administering.
The object of the invention is to be achieved through the following technical solutions:
For building, finishing, a furniture and ecosphere standard member system of administering, comprising: link muscles and bones, crab-bolt and connector; Described link muscles and bones is pegged graft with linking between muscles and bones, between link muscles and bones and crab-bolt or connector, pegs graft.
Described link muscles and bones comprises muscles and bones skeleton and supports muscles and bones, between muscles and bones skeleton and support muscles and bones, is fixedly connected with, and between muscles and bones skeleton and support muscles and bones, is formed with variable connecting hole and anchor hole.
Described general moulding member also comprises three-dimensional fulcrum ball, and described three-dimensional fulcrum ball is provided with jack, and described jack matches with crab-bolt.
The invention has the beneficial effects as follows:
1, vector quantization coordinate control, has a coordinate basic point just can build predetermined structure framework.
2, installing is to intert coordinate fixed area and by riveting, nail or locked with bolts, quick and easy, standard, can calculate materials use amount accurately.
3, form the object framework of standard, can outer decking, build, homotype specification template is reusable, can reserve link datum hole point, with this point do basic point can assembling design in modeling structure framework.
4, can the various modeling skeleton of Optional assembling, for designer and users provide Available Material.
The form of structure of 5, can work out various straight lines, haveing a graceful figure, vector quantization classifying rationally, utilizes space.Form classic moulding, straight line level, punch and expand various classical style series empty, dynamically streamline, curve concept.
6, there is the characteristic of reinforcing the structure of object own.
7, raw material adopts dimension composite material or the steel fibre compound materials such as basalt fibre and can be applicable to material or the composite material of condition, corrosion-resistant, antiacid alkali, endurance, tension, resistance to compression, indeformable.
8, raw material basalt composite material, can adapt to the cold and hot temperature difference (270 ℃～600 ℃).
9, three-dimensional fulcrum ball can coordinate muscles and bones, active protecting net or passive protection net to build the effect of balance agent, plays the effect of transfer and dispersion force.
10, sealing modification system can be sealed exposed part and be played again cosmetic decoration effect, and color, material coordinate modification face body.
11,, in the constant situation of structural capacity, fluting alleviates deadweight.
Accompanying drawing explanation
Fig. 1 is the structural representation (all-pass is saturating) of link muscles and bones 1;
Fig. 2 is the L-L sectional view of Fig. 1;
Fig. 3 is the sectional view of link muscles and bones 1;
Fig. 4 is the M-M sectional view of Fig. 1;
Fig. 5 is the J-J sectional view of Fig. 1;
Fig. 6 is the structural representation of crab-bolt 2;
Fig. 7 is the structural representation of three-dimensional fulcrum ball 3;
Fig. 8 is the syndeton schematic diagram of three-dimensional fulcrum ball 3 and crab-bolt 2;
Fig. 9～Figure 14 is the structural representation of connector 4;
Figure 15 is the structural representation of circular arc link muscles and bones 1;
Figure 16 and Figure 17 are the syndeton schematic diagram of connector 4 and circular arc link muscles and bones 1;
Figure 18 and Figure 19 are the syndeton schematic diagram of link muscles and bones 1, crab-bolt 2 and connector 4;
Figure 20 is the structural representation of the present invention while being applied to bank protection;
Figure 21～Figure 26 is the structural representation of connector 4;
Figure 27 is the structural representation of the present invention while being applied to fit up;
Figure 28 is the structural representation (two face closures) of link muscles and bones 1.
Figure 29～31 are the syndeton schematic diagram of link muscles and bones 1 and link muscles and bones 1;
Figure 32 is the syndeton schematic diagram of link muscles and bones 1 and crab-bolt 2.
Reference numeral 5 in figure is steel nail or bolt, and 10 is building unit, and 1-7 is cloth.
The specific embodiment
Below in conjunction with accompanying drawing, the present invention is described in further detail: the present embodiment is implemented take technical solution of the present invention under prerequisite, provided detailed embodiment, but protection scope of the present invention is not limited to following embodiment.
As shown in Fig. 1～Fig. 5, related a kind of of the present embodiment for building, finishing, furniture and the ecosphere standard member system of administering, comprising: link muscles and bones 1, crab-bolt 2 and connector 4; Described link muscles and bones 1 is pegged graft with linking between muscles and bones 1, grafting between link muscles and bones 1 and crab-bolt 2 or connector 4.
As shown in Figure 1, described link muscles and bones 1 is linear.
As shown in figure 15, described link muscles and bones 1 is shaped form.
As shown in Fig. 1～Fig. 5, described link muscles and bones 1 comprises muscles and bones skeleton 1-1 and supports muscles and bones 1-3, between muscles and bones skeleton 1-1 and support muscles and bones 1-3, is fixedly connected with, and between muscles and bones skeleton 1-1 and support muscles and bones 1-3, is formed with variable connecting hole 1-2 and anchor hole 1-5.
As shown in figure 28, described link muscles and bones 1 comprises muscles and bones frame board 1-8 and supports muscles and bones 1-3, between muscles and bones frame board 1-8 and support muscles and bones 1-3, is fixedly connected with, and between muscles and bones frame board 1-8 and support muscles and bones 1-3, is formed with variable connecting hole 1-2 and anchor hole 1-5.
As shown in Figure 1, described muscles and bones skeleton 1-1 is provided with fixing hole 1-4.For steel nail or bolt, be fixed.
As shown in Figure 1, described muscles and bones skeleton 1-1 is provided with vector sizing line 1-6.Size judgement for job site.
As shown in Figure 6, described crab-bolt 2 is straight line crab-bolt or curve crab-bolt.Described crab-bolt 2 is soft crab-bolt or hard crab-bolt.
As shown in Figure 7 and Figure 8, described general moulding member also comprises three-dimensional fulcrum ball 3, and described three-dimensional fulcrum ball 3 is provided with jack 3-1, and described jack 3-1 matches with crab-bolt 2.
As shown in Fig. 9～Figure 14, Figure 21～Figure 26, described connector 4 comprises connector main body 4-1, and described connector main body 4-1 is triangle or rectangle.
Described connector 4 also comprises shaped form plug tenon 4-2 and/or linear pattern plug tenon 4-3.
In a side of described connector main body 4-1, be connected with shaped form plug tenon 4-2.
In a side of described connector main body 4-1, be connected with linear pattern plug tenon 4-3.
In a side of described connector main body 4-1, be connected with shaped form plug tenon 4-2, on the opposite side of connector main body 4-1, be connected with linear pattern plug tenon 4-3.
The symmetrical shaped form plug tenon 4-2 that is connected with on the both sides of described connector main body 4-1.
The symmetrical linear pattern plug tenon 4-3 that is connected with on the both sides of described connector main body 4-1.
Angle between described shaped form plug tenon 4-2 or linear pattern plug tenon 4-3 they and connector main body 4-1 center line is 15 ° or 30 ° or 45 ° or 60 ° or 90 °.
Angle between described shaped form plug tenon 4-2 or linear pattern plug tenon 4-3 and connector main body 4-1 center line is 15 °.
Angle between described shaped form plug tenon 4-2 or linear pattern plug tenon 4-3 and connector main body 4-1 center line is 30 °.
Angle between described shaped form plug tenon 4-2 or linear pattern plug tenon 4-3 and connector main body 4-1 center line is 45 °.
Angle between described shaped form plug tenon 4-2 or linear pattern plug tenon 4-3 and connector main body 4-1 center line is 60 °.
Angle between described shaped form plug tenon 4-2 or linear pattern plug tenon 4-3 and connector main body 4-1 center line is 90 °.
Described connector main body 4-1 is provided with the penetrating groove 4-4 of shaped form.
Described connector main body 4-1 is provided with the penetrating groove 4-5 of linear.
Described link muscles and bones 1 is made by basalt fiber composite material or steel fibrous composite material.
Be below use embodiment of the present invention:
Embodiment 1: building beam column is reserved coordinate point.Or at existing beam column, the material application in coordinate point is set.
Can be using the girth member of box board as the coordinate point that muscles and bones material is installed when formwork, then by designing requirement mounting framework, owner or builder just can reduce relevant modification processing in the processing in later stage.If only need process and exceed part reinforcing bar (or other girth members) and stay reinforcing bar (or other girth members) in concrete and can not destroy original structure and also can play reinforcement effect without muscles and bones material.
In addition, prefabricated the touching of the frame that wafts, eaves, frame closed, and divides and to utilize space to increase the system combinations such as function, HVAC, electric, outer net.Use muscles and bones material to form standard card cage structure by designing requirement, operation is smooth and easy, for later stage modify provides accurate location.For building classics, many moulding villa, provide effective material application.
Embodiment 2: the material application in the finishing straight bent moulding in indoor and outdoor.
In decoration, moulding is essential, and moulding is also the focus of expense material of taking a lot of work, and mostly decorating structure material is in the past flitch, square steel.Make moulding just too difficult, even inner frame also needs to design and construct according to concrete external form, time-consuming taking a lot of work, runs into the design of concept fairing, is that material and construction cost all can increase greatly, the uncertain design accuracy that reaches.
Embodiment 3: the structural material application of furniture style.
The batch production of furniture, if muscles and bones respective outer side edges is built composite material, cost is greatly less, mould injection moulding, presentation quality reaches optimum organization.Realize use value, quality, quality and profit maximization.
Embodiment 4: the application of lower slope protection (operation, standard, speed) material.
The invention provides the vector skeleton of standard, can the various moulding of Fast Installation complete design scheme and the standard card cage at function control point, the operation such as construct in framework, build.
Embodiment 5: the material application of waters/check dam, folded water, bank protection.
On river course, tributary, according to concrete landform, geographical coordinate, elevation information, Runoff Analysis, install muscles and bones and protective screening be set, and forms reasonable protection system, plays the effect of the long-pending mud of resistance, buffering runoff, and bank protection protects with descending.
Embodiment 6: gully, abrupt slope, source material application.
According to actual landform, at top, projection plane arranges control point, obtains protecting wire net installation path, again according to facade coordinate, the adaptive relative skeleton (making gradient height, horizontal stand width, level progression) of specification relatively arranges three-dimensional ball support distribution point, resistance is set becomes silted up and sets up defences.
Here anchor hole can be interted locking soft or hard two kinds of crab-bolts, and soft crab-bolt can be wire rope, high-performance fiber rope etc.Three-dimensional ball can intert and is locked on any point of crab-bolt, and protecting wire net is installed along protecting wire net path.Protecting wire net control point is in muscles and bones and crab-bolt.Three-dimensional ball performance is supported protecting wire net and disperses the effect of lotus power.Domatic and platform kind grass is planted trees.The double arch bridge of doing conveniently passes through.
The above; it is only the preferably specific embodiment of the present invention; these specific embodiment are all the different implementations based under general idea of the present invention; and protection scope of the present invention is not limited to this; anyly be familiar with those skilled in the art in the technical scope that the present invention discloses; the variation that can expect easily or replacement, within all should being encompassed in protection scope of the present invention.Therefore, protection scope of the present invention should be as the criterion with the protection domain of claims.
Claims (10)
- For building, finishing, a furniture and ecosphere standard member system of administering, it is characterized in that, comprising: link muscles and bones (1), crab-bolt (2) and connector (4); Described link muscles and bones (1) is pegged graft with linking between muscles and bones (1), grafting between link muscles and bones (1) and crab-bolt (2) or connector (4).
- According to claim 1 for building, finishing, furniture and the ecosphere standard member system of administering, it is characterized in that, described link muscles and bones (1) is linear or is shaped form.
- According to claim 2 for building, finishing, furniture and the ecosphere standard member system of administering, it is characterized in that, described link muscles and bones (1) comprises muscles and bones skeleton (1-1) and supports muscles and bones (1-3), between muscles and bones skeleton (1-1) and support muscles and bones (1-3), be fixedly connected with, between muscles and bones skeleton (1-1) and support muscles and bones (1-3), be formed with variable connecting hole (1-2) and anchor hole (1-5).
- According to claim 2 for building, finishing, furniture and the ecosphere standard member system of administering, it is characterized in that, described link muscles and bones 1 comprises muscles and bones frame board (1-8) and supports muscles and bones (1-3), between muscles and bones frame board (1-8) and support muscles and bones (1-3), be fixedly connected with, between muscles and bones frame board (1-8) and support muscles and bones (1-3), be formed with variable connecting hole (1-2) and anchor hole (1-5).
- According to described in claim 3 or 4 for building, finishing, furniture and the ecosphere standard member system of administering, it is characterized in that, described muscles and bones skeleton (1-1) is provided with fixing hole (1-4).
- According to claim 5 for building, finishing, furniture and the ecosphere standard member system of administering, it is characterized in that, described muscles and bones skeleton (1-1) is provided with vector sizing line (1-6).
- According to claim 1 for building, finishing, furniture and the ecosphere standard member system of administering, it is characterized in that, described crab-bolt (2) is straight line crab-bolt or curve crab-bolt.
- According to claim 1 for building, finishing, furniture and the ecosphere standard member system of administering, it is characterized in that, described connector (4) also comprises shaped form plug tenon (4-2) and/or linear pattern plug tenon (4-3); In one side of described connector main body (4-1), be connected with shaped form plug tenon (4-2); In one side of described connector main body (4-1), be connected with linear pattern plug tenon (4-3); Angle between described shaped form plug tenon (4-2) or linear pattern plug tenon (4-3) they and connector main body (4-1) center line is 15 ° or 30 ° or 45 ° or 60 ° or 90 °.
- According to claim 8 for building, finishing, furniture and the ecosphere standard member system of administering, it is characterized in that, described connector main body (4-1) is provided with the penetrating groove of shaped form (4-4).
- According to claim 8 for building, finishing, furniture and the ecosphere standard member system of administering, it is characterized in that, described connector main body (4-1) is provided with the penetrating groove of linear (4-5).
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104915792A (en) * | 2015-06-26 | 2015-09-16 | 江苏易合大成网络科技有限公司 | Decoration design component library automatic management system used for integration of design and budget and management method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2258205Y (en) * | 1996-04-25 | 1997-07-23 | 淇锋企业股份有限公司 | Internal combined partition internal frame work for building |
| CN2374593Y (en) * | 1999-04-27 | 2000-04-19 | 陈成阳 | Concrete wall with steel net for steel frame building |
| JP2000291202A (en) * | 1999-04-02 | 2000-10-17 | Ps Corp | Steel deck web girder |
| CN2504335Y (en) * | 2001-09-06 | 2002-08-07 | 刘育铵 | Connecting device of shield system |
| CN2856237Y (en) * | 2005-05-20 | 2007-01-10 | 任丙辉 | Light-weight mounting II-type light-weight steel member for building |
| CN203846732U (en) * | 2014-05-29 | 2014-09-24 | 王立新 | General component system for governing fields of architecture, decoration, furniture and ecology |
-
2014
- 2014-05-29 CN CN201410232491.2A patent/CN103982032B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2258205Y (en) * | 1996-04-25 | 1997-07-23 | 淇锋企业股份有限公司 | Internal combined partition internal frame work for building |
| JP2000291202A (en) * | 1999-04-02 | 2000-10-17 | Ps Corp | Steel deck web girder |
| CN2374593Y (en) * | 1999-04-27 | 2000-04-19 | 陈成阳 | Concrete wall with steel net for steel frame building |
| CN2504335Y (en) * | 2001-09-06 | 2002-08-07 | 刘育铵 | Connecting device of shield system |
| CN2856237Y (en) * | 2005-05-20 | 2007-01-10 | 任丙辉 | Light-weight mounting II-type light-weight steel member for building |
| CN203846732U (en) * | 2014-05-29 | 2014-09-24 | 王立新 | General component system for governing fields of architecture, decoration, furniture and ecology |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104915792A (en) * | 2015-06-26 | 2015-09-16 | 江苏易合大成网络科技有限公司 | Decoration design component library automatic management system used for integration of design and budget and management method thereof |
| CN104915792B (en) * | 2015-06-26 | 2019-01-08 | 江苏易合大成网络科技有限公司 | A kind of Art Design component base automated management system and management method |
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