CN105604193A - Elastic sheet and hard material dot type composite connecting method without elastic loss - Google Patents
Elastic sheet and hard material dot type composite connecting method without elastic loss Download PDFInfo
- Publication number
- CN105604193A CN105604193A CN201610013857.6A CN201610013857A CN105604193A CN 105604193 A CN105604193 A CN 105604193A CN 201610013857 A CN201610013857 A CN 201610013857A CN 105604193 A CN105604193 A CN 105604193A
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- Prior art keywords
- elastic sheet
- elastic
- sheet material
- connecting method
- type composite
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- 239000000463 material Substances 0.000 title claims abstract description 117
- 238000000034 method Methods 0.000 title claims abstract description 31
- 239000002131 composite material Substances 0.000 title claims abstract description 23
- 239000004567 concrete Substances 0.000 claims description 10
- 238000004873 anchoring Methods 0.000 claims description 9
- 238000000465 moulding Methods 0.000 claims description 9
- 229920001971 elastomer Polymers 0.000 claims description 8
- 238000007789 sealing Methods 0.000 claims description 8
- 239000000806 elastomer Substances 0.000 claims description 6
- 241000587161 Gomphocarpus Species 0.000 claims description 4
- 239000011344 liquid material Substances 0.000 claims description 3
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 10
- 230000006835 compression Effects 0.000 abstract description 5
- 238000007906 compression Methods 0.000 abstract description 5
- 239000013013 elastic material Substances 0.000 abstract description 4
- 239000013536 elastomeric material Substances 0.000 description 8
- 239000000853 adhesive Substances 0.000 description 5
- 230000001070 adhesive effect Effects 0.000 description 5
- 150000001875 compounds Chemical class 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 239000003292 glue Substances 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 239000007788 liquid Substances 0.000 description 3
- 238000004026 adhesive bonding Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000004643 material aging Methods 0.000 description 2
- 239000011159 matrix material Substances 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 229920000297 Rayon Polymers 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 1
- 239000010931 gold Substances 0.000 description 1
- 229910052737 gold Inorganic materials 0.000 description 1
- 208000015181 infectious disease Diseases 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4171—Nailable or non-threaded screwable elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4157—Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
The invention relates to an elastic sheet and hard material dot type composite connecting method without an elastic loss. According to the main core concept, the effect of elastic-loss-free composite connection between various elastic sheets (including flat-surface sheets made of various elastic materials, sheets with the surfaces provided with protrusions or pits in different shapes, and sheet-like elastic materials) and hard materials is achieved, and effective connection free of the elastic loss is carried out by means of multiple connecting points on the connecting faces of the elastic sheets and the hard materials. By means of the connecting method, enough sheet compression and deformation space can be reserved, and the influence on elastic play of the elastic sheets is avoided.
Description
Technical field
The present invention relates to construction engineering technical field, relate in particular in architectural engineering and need elasticitySheet material (as elastic sheet rubber etc.) with hard material (as concrete material, metal material, woodMaterial etc.) surface carries out point type composite joint (a single point connect or multiple point connect), and notBecause of the bullet of a kind of nonelastic loss of the rigid Contact Effect elastic sheet material elastic effect of tie pointProperty sheet material and hard material point type composite connecting method.
Background technology
Because elastic sheet material (comprises flat surface sheet material and the surface of being made up of each elastic-like materialThere is the raised or sunken sheet material of difformity and class flaky elastic material) have preferably and subtractShake, vibration isolation and prevent the feature of external force collision destroying infection, be often used in and be compounded in that other are hardMaterial surface, these hard materials comprise even gold of concrete prefabricated element, timber, plasticsBelong to material etc., also comprise that some adopt liquid state to build, and become hard material after hardened forming simultaneouslyMaterial as materials such as cast-in-place concretes. In the past by elastic sheet material and the compound main side of hard materialMethod comprises gluing method, nail on surface and spacing solid with other frameworks or sheet materialThe method such as fixed, although that these methods can be carried out elastic plate and hard material surface is compound,But also there are many insoluble problems, comprising:
1, the problem of gluing method.
The method sticking with glue is due to the durability deficiency of viscose glue, and adhesive surface there will be aging for many years afterwardsThrow off phenomenon; For the irregular sheet material of surperficial tool, because contact-making surface is less, the effect of bondingHave a greatly reduced quality, fixing and reliability reduce; Conventionally after sticking with glue, due to solidifying of glueTime is longer, for guaranteeing that adhesive surface does not depart from, must keep for a long time adhesive surface squeezed state,The efficiency of operation is greatly affected.
2, the problem nailing on surface
With nail directly connect (comprise screw and directly squeeze into etc. with spike) be a kind of fast,Effective and reliable complex method. But, be in order to send out when using the object of composite elastic materialWave in the situation of elastic properties of materials effect, the spike of directly squeezing into is equivalent to one by one at elastomeric materialThe rigid fulcrum on surface, can directly cause the elastic reaction of elastomeric material can not give full play to evenCan not bring into play completely, therefore, the nail in this situation is fixedly connected with inadvisable.
3, fix the problem of method by framework or sheet material class
Adopt framework to fix and exist equally protruding framework can affect elastomeric material effect performanceProblem, meanwhile, if the area of elastic plate is larger, must arrange abundant frame spaceDensity, otherwise do not reach fixed effect, therefore the fixing method of framework also relatively wastes time and energy,Increase input.
Adopt sheet material class fixing mode, make the complex form of similar " sandwich ", can be byElastic plate is effectively fixed. But avoid if that surface bonding exists year interface for many years afterAging problem, also must adopt other hard connecting modes to be firmly connected with elastomeric material, leadsCausing elasticity can not normally bring into play, and can be because adopting the cost of fixed plate increase engineering, this doingMethod is also inadvisable.
Based on the thinking to the problems referred to above, for solve elastic sheet material and hard material quick, canBy and be effectively connected, and can not ask because of the performance etc. that connection affects elastomeric material elastic reactionTopic, the present invention proposes a kind of new method of attachment. This method of attachment can either ensure to connectReliability, can in elastomeric material, not form again the rigid fulcrum that affects elasticity performance, simultaneouslyCan also realize quick connection construction.
Summary of the invention
The object of the present invention is to provide a kind of elastic sheet material and hard material of nonelastic lossPoint type composite connecting method, it can either ensure the reliability connecting, again can be at elastomeric materialMiddle formation affects the rigid fulcrum of elasticity performance, can also realize quick connection construction simultaneously.
For addressing the above problem, the invention discloses a kind of elastic sheet material of nonelastic loss with hardMaterial point type composite connecting method, multiple by elastic sheet material and hard material joint faceTie point connects, and described multiple tie points cover whole joint face with array, and it comprisesFollowing steps:
Step 1: elastic sheet material moulding deep trouth, the position of each tie point on elastic sheet materialThe deep trouth of reserved certain depth, described deep trouth is not punched the whole thickness of elastic sheet material, and reservedMeet and be not less than the sheet thickness of bonding strength requirement, when stressed, pulled institute being unlikely toThe bottom of stating deep trouth is provided with the through hole identical or slightly large with the nail shank diameter of connected nail, described inThrough hole penetrates the sheet thickness of expectation;
Step 2: deep trouth sealing, for the concrete guaranteeing not poured into by the later stage in prearrangement of deformation amount space,The liquid materials such as mortar fill up or are filled up and affect strain by other foreign material, at the end face of deep trouthSealing measure is set;
Step 3: hard material connects, by the connected nail of each tie point in elastic sheet material, willElastic sheet material is connected to hard material.
Wherein: the height of described deep trouth is greater than the thickness of the connected nail head of a nail, thereby it is low to realize the head of a nailIn the low level mounting means on elastic sheet material surface.
Wherein: the sealing measure in step 2 is: after deep trouth moulding, at elastic sheet material tableFace one covers one deck elastic thin layer, thereby on deep trouth, forms a closure cap, and lidOn offer narrow slit so that the putting into of connected nail.
Wherein: described narrow slit forms by the elastic thin layer at deep slot cutting top, its seam is wide is 0,And described narrow slit adopts in-line, cross or star.
Wherein: the sealing measure in step 2 is: also comprise an elastomer cover, described elastomer coverComprising middle part covers the lid of deep trouth and lid periphery and stretches out to be overlapped in elastic sheet materialFlange, thus deep trouth is effectively covered and protected.
Wherein: the connected mode in step 3 is: in the corresponding tie point position of hard materialOn bury the connection built-in fitting corresponding with tie point position underground, when connection by the connected nail of elastic sheet materialBe screwed into or squeeze into.
Wherein: the connected mode in step 3 is: in the corresponding tie point position of hard materialUpper punching, installs anchoring body, when connection, the connected nail of elastic sheet material is screwed into or is squeezed into.
Wherein: the connected mode in step 3 is: if hard material is to be directly screwed into screwOr squeeze into the material of spike, directly the connected nail of elastic sheet material is twisted without pre-buried condition of contactEnter or squeeze into hard material.
Wherein: the connected mode in step 3 is: first by tentatively stubborn to anchoring body and connected nailTight or squeeze into, then build moulding in the periphery of anchoring body, finally connected nail is carried outTighten eventually or squeeze into needs state.
Known by said structure, the elastic sheet material of nonelastic loss of the present invention and hard materialPoint type composite connecting method has following effect:
1, the connection of dot matrix distributed machinery composite joint mode is reliable for effect, and it connects workIndustry easily and fast, quality easily controls, the good endurance of tie point, avoided adhesive meansThe drawback of material aging and not environmental protection of binding material;
2, adopting low level connected mode, can be the reserved enough skies of compression of elastic sheet materialBetween, can not form tradition and connect unescapable rigid point and support and affect elastomeric material and play a rolePhenomenon;
3, the employing slit oral area sealing that innovation proposes, the way of protection prearrangement of deformation amount cavity,Convenient operation can either ensure to install time, can effectively avoid again the liquids such as concrete to flow intoCavity, avoids foreign material to stop up cavity.
Detailed content of the present invention can obtain by explanation described later and institute's accompanying drawing.
Brief description of the drawings
Fig. 1 shown the elastic sheet material of nonelastic loss of the present invention and hard material point type multipleClose the scheme of installation of method of attachment.
Fig. 2 A has shown the structural representation of elastic sheet material one embodiment of the present invention.
Fig. 2 B shown A-A in Fig. 2 A to cutaway view.
Fig. 3 A has shown the structural representation of another embodiment of elastic sheet material of the present invention.
Fig. 3 B shown B-B in Fig. 3 A to cutaway view.
Fig. 4 A, 4B have shown the structural representation of hard material one embodiment of the present invention.
Fig. 5 has shown the structural representation of another embodiment of hard material of the present invention.
Fig. 6 has shown the structural representation of another embodiment of hard material of the present invention.
Detailed description of the invention
Referring to Fig. 1, show elastic sheet material and the hard material point of nonelastic loss of the present inventionFormula composite connecting method.
Main core concept of the present invention is to solve various elastic sheet materials 101 (to comprise by all kinds of bulletsProperty the flat surface sheet material made of material and surface there is difform raised or sunken sheetMaterial and class flaky elastic material) and hard material 102 surfaces between the compound company of nonelastic lossConnect problem, it is by the multiple tie points on elastic sheet material 101 and hard material 102 joint faces103 carry out effective connection of nonelastic loss, optionally, described multiple tie points 103 withArray covers whole joint face, and this method of attachment can be reserved enough sheet material compression skiesBetween, can not affect the elasticity performance of elastic sheet material.
For this reason, composite connecting method of the present invention is by closely connected bi-material surface, forms unifiedThe form (referring to the schematic diagram of Fig. 1) of complex, it specifically comprises following steps:
Step 1: elastic sheet material moulding deep trouth, the position of each tie point on elastic sheet material,The deep trouth of reserving (or machine-shaping after employing instrument) certain depth, described deep trouth is not punchedThe whole thickness of elastic sheet material, and the reserved satisfied sheet thickness that is not less than bonding strength requirement,When stressed, pulled being unlikely to, wherein, reserved material thickness can be elastic sheet material thickness1/4-3/4, and the diameter of described deep trouth (or width) is not less than the diameter of the connected nail head of a nail,To ensure laying smoothly of connected nail, the shape of described deep trouth can be circle, polygon, ellipseAny suitable shapes such as circle, the bottom of described deep trouth is provided with the nail shank diameter with connected nailIdentical or slightly large through hole, described through hole penetrates the sheet thickness of expectation, referring to Fig. 2 A-Fig. 3 B.
Wherein, the height of described deep trouth, as the space of elastic sheet material compression, is not less thanLarge design variations amount, and be at least greater than the thickness of the connected nail head of a nail, thus realize the head of a nail lower than bullet" low level installation " mode of property sheet surface.
Step 2: deep trouth sealing, for the concrete guaranteeing not poured into by the later stage in prearrangement of deformation amount space,The liquid materials such as mortar fill up or are filled up and affect strain by other foreign material, at the end face of deep trouthSealing measure is set, and sealing measure can adopt following mode:
A, referring to Fig. 2 A and Fig. 2 B, after deep trouth moulding, cover in elastic sheet material surface oneLid layer elastic thin layer, optionally, when elastic sheet material is elastomeric material while making, can be directAt elastic sheet material surface heat moulding one deck rubber thin-bed, thereby form elastic thin layer, thereby deeplyOn groove, form a closure cap, and on lid, offer narrow slit 105, so that connected nailPut into, described narrow slit 105 can form by the elastic thin layer at deep slot cutting top, and its seam is widely0, and described narrow slit can adopt the various ways such as " in-line ", " cross " or " star ", and logicalCross this special narrow slit setting, being not only fixedly connected with the rear narrow slit of nail can self-closed, effectively guarantorHold the independence of internal cavities, also can avoid foreign material to fall simultaneously before installation connected nail, real genus is non-Normal effectively design.
B, referring to Fig. 3 A and Fig. 3 B, also can comprise an elastomer cover 106, described elastomer cover 106The lid and the lid periphery that comprise middle part covering deep trouth stretch out to be overlapped in elastic sheet material 101Flange, thereby deep trouth is effectively covered and is protected.
Certainly, for class plate just class material (it is raised or sunken to be that surface has, as circular cone truncation formulaRubber slab), can be in conjunction with concrete instructions for use, arrange and connect structure, the technical scheme that it is mainSame being suitable for.
Step 3: hard material connects, by the connected nail of each tie point in elastic sheet material, willElastic sheet material is connected to hard material, wherein, can adopt following connected mode:
A, on the corresponding tie point position (as prefabricated components) of hard material, bury underground and be connectedPoint connection built-in fitting corresponding to position, built-in fitting can be bolt collar, expansion bolt stiff end,The even wooden pre-pile anchoring of simple and easy swollen bolt, when connection, can directly the connected nail of elastic sheet material be screwed into orSqueeze into;
B, punching (referring to Fig. 4 A) on the corresponding tie point position of hard material, install anchorSolid (the jam-packed class that normally expands anchoring body, referring to Fig. 4 B), can be directly by elasticity when connectionThe connected nail of sheet material is screwed into or squeezes into;
If c hard material is the material that can directly be screwed into screw or squeeze into spike, also can nothingNeed pre-buried condition of contact, directly the connected nail of elastic sheet material is screwed into or is squeezed into hard material (ginsengSee Fig. 5);
If first d hard material need to be by cast-in-place mode (as cast-in-place concrete etc.), should beAnchoring body and connected nail are tentatively tightened or squeezed into, then water and build up in the periphery of anchoring bodyType, finally finally tightens connected nail or squeezes into needs state.
The invention has the beneficial effects as follows:
1, the connection of dot matrix distributed machinery composite joint mode is reliable for effect, and it connects workIndustry easily and fast, quality easily controls, the good endurance of tie point, avoided adhesive meansThe drawback of material aging and not environmental protection of binding material;
2, adopting low level connected mode, can be the reserved enough skies of compression of elastic sheet materialBetween, can not form tradition and connect unescapable rigid point and support and affect elastomeric material and play a rolePhenomenon;
3, the employing slit oral area sealing that innovation proposes, the way of protection prearrangement of deformation amount cavity,Convenient operation can either ensure to install time, can effectively avoid again the liquids such as concrete to flow intoCavity, avoids foreign material to stop up cavity.
It is evident that above description and to record be only for example instead of in order to limit thisDisclosure of an invention content, application or use. Although described in an embodiment and attachedEmbodiment has been described in figure, but the present invention do not limit by accompanying drawing example and in an embodiment describeTo implement the specific examples of instruction of the present invention, of the present invention as the optimal mode of thinking at presentScope will comprise any embodiment that falls into description above and appended claim.
Claims (9)
1. the elastic sheet material of nonelastic loss and a hard material point type composite connecting method is logicalCross elastic sheet material and be connected with the multiple tie points on hard material joint face, described multiple companiesContact covers whole joint face with array, and it comprises following steps:
Step 1: elastic sheet material moulding deep trouth, the position of each tie point on elastic sheet materialThe deep trouth of reserved certain depth, described deep trouth is not punched the whole thickness of elastic sheet material, and reservedMeet and be not less than the sheet thickness of bonding strength requirement, when stressed, pulled institute being unlikely toThe bottom of stating deep trouth is provided with the through hole identical or slightly large with the nail shank diameter of connected nail, described inThrough hole penetrates the sheet thickness of expectation;
Step 2: deep trouth sealing, for the concrete guaranteeing not poured into by the later stage in prearrangement of deformation amount space,The liquid materials such as mortar fill up or are filled up and affect strain by other foreign material, at the end face of deep trouthSealing measure is set;
Step 3: hard material connects, by the connected nail of each tie point in elastic sheet material, willElastic sheet material is connected to hard material.
2. point type composite connecting method as claimed in claim 1, is characterized in that: described darkThe height of groove is greater than the thickness of the connected nail head of a nail, thereby realizes the head of a nail lower than elastic sheet material surfaceLow level mounting means.
3. point type composite connecting method as claimed in claim 1, is characterized in that: in stepSealing measure in two is: after deep trouth moulding, on elastic sheet material surface, one covers one deck bulletProperty thin layer, thus a closure cap on deep trouth, formed, and on lid, offer narrow slit, withBe convenient to putting into of connected nail.
4. point type composite connecting method as claimed in claim 3, is characterized in that: described narrowSeam forms by the elastic thin layer at deep slot cutting top, and its seam is wide is 0, and described narrow slit adoptsIn-line, cross or star.
5. point type composite connecting method as claimed in claim 1, is characterized in that: in stepSealing measure in two is: also comprise an elastomer cover, described elastomer cover comprises middle part and covers deep trouthLid and lid periphery stretch out to be overlapped in the flange of elastic sheet material, thereby deep trouth is enteredRow effectively covers and protection.
6. point type composite connecting method as claimed in claim 1, is characterized in that: in stepConnected mode in three is: on the corresponding tie point position of hard material, bury underground and tie point positionPut corresponding connection built-in fitting, when connection, the connected nail of elastic sheet material is screwed into or is squeezed into.
7. point type composite connecting method as claimed in claim 1, is characterized in that: in stepConnected mode in three is: on the corresponding tie point position of hard material, punch, anchoring is installedBody, is screwed into the connected nail of elastic sheet material or squeeze into when connection.
8. point type composite connecting method as claimed in claim 1, is characterized in that: in stepConnected mode in three is: if hard material is the material that can directly be screwed into screw or squeeze into spikeMaterial, is directly screwed into or squeezes into hard material by the connected nail of elastic sheet material without pre-buried condition of contactMaterial.
9. point type composite connecting method as claimed in claim 1, is characterized in that: in stepConnected mode in three is: first anchoring body and connected nail tentatively tightened or squeezed into, then existingThe periphery of anchoring body is built moulding, finally connected nail is finally tightened or is squeezed into needWant state.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610013857.6A CN105604193B (en) | 2016-01-11 | 2016-01-11 | The elastic sheet material of nonelastic loss and hard material point type composite connecting method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610013857.6A CN105604193B (en) | 2016-01-11 | 2016-01-11 | The elastic sheet material of nonelastic loss and hard material point type composite connecting method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105604193A true CN105604193A (en) | 2016-05-25 |
| CN105604193B CN105604193B (en) | 2017-11-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610013857.6A Active CN105604193B (en) | 2016-01-11 | 2016-01-11 | The elastic sheet material of nonelastic loss and hard material point type composite connecting method |
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Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0397569A (en) * | 1989-09-12 | 1991-04-23 | Mitsubishi Electric Corp | Thermal head |
| CN1180795A (en) * | 1996-10-04 | 1998-05-06 | 株式会社游间工房 | Bolt anchoring device |
| JPH1113253A (en) * | 1997-06-24 | 1999-01-19 | Ig Tech Res Inc | Composite panel |
| JP2002021293A (en) * | 2000-07-07 | 2002-01-23 | Sumitomo Constr Co Ltd | Mounting structure for interior decorative board |
| CN1452684A (en) * | 2000-07-06 | 2003-10-29 | 法国圣戈班玻璃厂 | Fixing device for laminated wall element |
| CN1650076A (en) * | 2002-03-12 | 2005-08-03 | 西部悉尼大学 | Connector assembly |
| CN201016204Y (en) * | 2007-06-08 | 2008-02-06 | 北京东方雨虹防水技术股份有限公司 | Setting-up piece |
| CN101463631A (en) * | 2007-12-19 | 2009-06-24 | 喜利得股份公司 | Sealing element |
| CN102966181A (en) * | 2012-12-05 | 2013-03-13 | 同济大学 | Rigidity-heterosexual type combined shear connector |
| KR101455586B1 (en) * | 2014-08-01 | 2014-10-31 | (주)리뉴시스템 | Waterproof method for expansion joint sealing of water treatment structure and System using the same |
| CN204876161U (en) * | 2015-07-06 | 2015-12-16 | 宁波申泰干粉建材有限公司 | Inorganic heat preservation mortar external wall insulation system |
-
2016
- 2016-01-11 CN CN201610013857.6A patent/CN105604193B/en active Active
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0397569A (en) * | 1989-09-12 | 1991-04-23 | Mitsubishi Electric Corp | Thermal head |
| CN1180795A (en) * | 1996-10-04 | 1998-05-06 | 株式会社游间工房 | Bolt anchoring device |
| JPH1113253A (en) * | 1997-06-24 | 1999-01-19 | Ig Tech Res Inc | Composite panel |
| CN1452684A (en) * | 2000-07-06 | 2003-10-29 | 法国圣戈班玻璃厂 | Fixing device for laminated wall element |
| JP2002021293A (en) * | 2000-07-07 | 2002-01-23 | Sumitomo Constr Co Ltd | Mounting structure for interior decorative board |
| CN1650076A (en) * | 2002-03-12 | 2005-08-03 | 西部悉尼大学 | Connector assembly |
| CN201016204Y (en) * | 2007-06-08 | 2008-02-06 | 北京东方雨虹防水技术股份有限公司 | Setting-up piece |
| CN101463631A (en) * | 2007-12-19 | 2009-06-24 | 喜利得股份公司 | Sealing element |
| CN102966181A (en) * | 2012-12-05 | 2013-03-13 | 同济大学 | Rigidity-heterosexual type combined shear connector |
| KR101455586B1 (en) * | 2014-08-01 | 2014-10-31 | (주)리뉴시스템 | Waterproof method for expansion joint sealing of water treatment structure and System using the same |
| CN204876161U (en) * | 2015-07-06 | 2015-12-16 | 宁波申泰干粉建材有限公司 | Inorganic heat preservation mortar external wall insulation system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105604193B (en) | 2017-11-03 |
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