CN103526863A - Mounting process capable of effectively avoiding vertical cracking of internal wall strip plates - Google Patents
Mounting process capable of effectively avoiding vertical cracking of internal wall strip plates Download PDFInfo
- Publication number
- CN103526863A CN103526863A CN201310531241.4A CN201310531241A CN103526863A CN 103526863 A CN103526863 A CN 103526863A CN 201310531241 A CN201310531241 A CN 201310531241A CN 103526863 A CN103526863 A CN 103526863A
- Authority
- CN
- China
- Prior art keywords
- mounting process
- wall
- junction
- plates
- plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Images
Abstract
The invention discloses a mounting process capable of effectively avoiding vertical cracking of internal wall strip plates. The mounting process achieves fixing stability of plates through the interlocking between special corrosion-resistant damping fixing bolts and horn openings at both ends of every plate; enhances the prestress of the internal wall plates through special embedded connecting devices; improves the adhesion stress among the plates by applying QW mortar into the connecting gaps. The mounting process capable of effectively avoiding vertical cracking of the internal wall strip plates can effectively overcome vertical cracking of walls caused by temperature influence, and through plastering, the walls can be attractive in appearance, energy saving and environmentally friendly. Besides, the mounting process is good in operability, low in construction cost and wide in application range.
Description
Technical field
The present invention relates to building, specifically a kind of mounting process that can effectively prevent the vertical cracking of light internal wall batten.
Background technology
According to the plan a city requirement of city-building of China " 12 ", body of wall development, to hollow wall, is developed to light-weight wall material by heavy body of wall by solid wall to non-clay matter by clayey.Light trabs is the inexorable trend of body of wall development, widely popularize light inner wall plate, the industrial policy that meets national materials for wall innovation and popularization energy-conserving profit waste, that modern architecture is progressively to the needs of framework, large bay future development, also be to improve building function, improve construction quality and construction efficiency, realize the needs of modernization of architecture sustainable development.It is reported that China will build 1,000,000,000 square metres of houses every year, build per capita 0.8 square metre, the city of 1,000,000 populations, to build the house of 800,000 square metres every year, by wall area, be 2.5 times of calculating of building area, need every year 2000000 square metres of materials for walls, market potential well imagines, building and building materials market have powerful vitality and vast potential for future development.
Because traditional loam brick not only consumes energy seriously, and the little body weight of piece, heat-insulating property is poor, and efficiency of construction is low, can not adapt to State Council's " about accelerating the notice of materials for wall innovation and popularization energy saving building suggestion " requirement.The walling that novel energy-conserving inner wall panel is a kind of external form as the cassette ceiling, both sides are provided with concavo-convex falcon groove, during installation, only sheet material need be erected, after tongue and groove is coated filleting slurry to spelling perpendicular loading.This installation is convenient and practical,, improved construction environment.
Yet so-called light inner wall plate is actually glass fiber reinforcement cement board, take glass fiber as reinforcing material, take high-strength cement slurry as cementitious materials, take light-weight inorganic composite material as aggregate.Produce Raw and can select various materials combination formulas such as insulting magnesium or sulphur aluminium or silicate material and innoxious gypsum, lightweight slag, flyash.
Light inner wall plate is moistureproof, be incubated, do not fire, insulate against sound, can saw, can bore, can follow closely, can dig, wall surface levelling, easy construction, avoided wet trade, improve construction environment, save land resources, particularly the lightweight load that alleviates under construction, reduces basis and beam, leans on, and reduces project total cost, expanding usable floor area, is the optimal material of building non-weight bearing area instead of clay brick.The New Type Light-weight Wall Material of State Bureau of Building Materials Industry, Ministry of Construction's keypoint recommendation, in recent years extensive use both at home and abroad.Then, because light inner wall plate is arranged on building non-weight bearing area, required installation position is all large span, the most weak place of anti-weight bearing power, be easy to cause plate and plate junction, plate and door and window junction to occur crack, during Load concentration, can cause that crack and hollowing occur in Light trabs vibrations distortion.This just internally wall strip assembling method and pipeline is pre-buried, perforate, split groove, utensil is installed, surface plastering problem etc. has proposed new problem.
Light inner wall plate produces up rightness crack in actual applications many reasons:
1. due to the infiltration of inner wall panel external environment condition liquid phase substance, with hydrate generation chemical reaction in inner wall panel, portion produces indissoluble and the novel substance of volume expansion within it, makes inner wall panel internal construction generation volume increase dilatancy corrosion and produces crack, makes inner wall panel Quality Down.
2. because the sheet material of producing does not parch, there is large quantity of moisture in inside, just dispatches from the factory and enter engineering construction erection procedure, some module unit sheet material is arranged on whole board wall body, As time goes on, the moisture in inner wall panel progressively evaporates and escapes, and the effect of each wallboard internal stress may produce distortion.Not only affect wall overall appearance, and time likely produce up rightness crack;
3. because light inner wall plate is in the market (the wide 3000*600 of long *) bar based plate, installs to connect and by both sides, be provided with that concavo-convex falcon groove coating coating slurry is perpendicular spells.Be subject to the impact of nature temperature, plate surface is long-pending larger, thereby produces tensile stress and internal stress is all concentrated both sides and end, if when this tensile stress and internal stress are greater than rubber cement material adhesion stress, under the condition that particularly temperature is low and temperature is high, it is very common producing up rightness crack.Here it is worthy of note: traditional loam brick surface area is smaller, the tensile stress that produces and internal stress while being generally all less than slurry adhesion stress, if not because geology sinking problem is difficult to produce up rightness crack.
The early curing of 4 inner wall panels is improper.Mainly be the temperature and humidity condition that does not keep suitable, to reach the effect of two aspects, make on the one hand it be subject to the invasion and attack of unfavorable temperature, humidity distortion, produce harmful shrinkage and drying shrinkage.Make on the other hand sheet material hydration not carry out smoothly, to reach intensity and the anti-crack ability of design.Thereby, make inner wall panel easily produce crack in various degree.
5. inner wall panel construction technology science not in installing engineering, the effective measures of taking (material of slurry and formula, prestressing force enhancements etc.) are difficult to resist tensile stress and the internal stress that sheet material produces.So also easily produce crack.
Summary of the invention
The object of the invention is for the problems referred to above, propose objectively a kind of novel mounting technique that can address the above problem operability.This technology is no longer previous general light inner wall plate mounting technique but in utilizing, detains outer benefit new technology mounting technique, can effectively solve the vertical problem of Cracking of light internal wall batten.
Technical scheme of the present invention is achieved in that
The mounting process that can effectively prevent the vertical cracking of light internal wall batten, comprises the steps:
(1) any qualified light inner wall plate is fixed in concrete frame structure by perpendicular the putting of the required physical dimension of designing requirement;
(2) recessed or tongue are coated with to spreading mass and another piece inner wall panel or concrete column jam-packed;
(3) with special anticorrosion Buddhist nun, hindering maintenance bolt locks location by the horn mouth wedging of the upper and lower two ends of inner wall panel and hinders and move;
(4) with special interior button connector, further reinforce; The outer benefit prestressing force that makes its junction is greatly enhanced and can be to resist the internal stress that inner wall panel is produced that affects due to temperature;
(5) use again QW slurry by junction levelling, then stick flaxen fiber adhesive tape and plaster with cement screed.Like this, not that the adhesive stress that the inner tensile stress producing of previous inner wall panel and internal stress are depended merely on slurry carrys out balance, and mend prestressing force outward considerably beyond the tensile stress himself producing and the summation of internal stress because the technology of the present invention makes inner wall panel, thereby internally wallboard application produces vertical fracture problem and is effectively solved.
Described special interior button connector [two kinds of models of minute I type and ∟ type (seeing Fig. 2, Fig. 3)]: special interior its structure of connector of buckleing of invention is comprised of two parts: two carbon steel junction plate length * wide * thick [(120～90) * (40～25) * (8～5)], arrange respectively 2～3 triangle bodies saw teeth at two ends; Wherein a band screw rod (Ф 8～10, screw rod long 120～100 or screw rod long 90～70) is ⊥ font and is welded in the middle of plate, auger shell pit Ф 8～10 in the middle of another piece correspondence.The above special interior button electrical connector can arrange 2-3 in plate and plate or plate junction vertical with post.Applying special interior button connector technique must be by dark [(120～30 * 40～30 * 20～15)] breach square groove of the long length of side * of joint difference chiseling of two boards material, and gap by-level is in bore the aperture of screw hole Ф 15 at breach square groove, used for special interior button connector is installed between two plates.
It is an antiseptic wooden triangle body of process that described anticorrosion Buddhist nun hinders maintenance bolt, bottom side length 80～150; Base is wide by 100～60; 25 °～30 ° of ∠.Triangle body hypotenuse arranges some little triangular grooves; Triangle body base arranges some concave grooves (seeing accompanying drawing 2).Its object is all in order to increase friction factor.Applying special anticorrosion Buddhist nun hinders maintenance bolt and will horn mouth be set respectively at the upper and lower two ends of inner wall panel, two special anticorrosion Buddhist nuns are hindered to maintenance bolt (scribbling rubber cement material) and aim at the upper and lower two ends of sheet material horn mouths (the scribbling rubber cement material) maintenance of wedging simultaneously respectively, reach the effect of locking, application electric hand saw amputates timber wedge redundance, then carries out next step operation.
Described QW slurry, this reality is also that prestressing force is mended one of enhancing technology outward.By paper fiber or other wood fibres and elastic emulsion, cement (450 after treatment for the technology of the present invention QW rubber cement material
#) moisture content (5～3:6～1:5～3:H
2o is appropriate) mix and mix equal form slurry.By above invention technical characterictic: after completing plate and plate or plate and post and linking in carrying out and connect, then carry out this operation.To aim at gap with QW rubber cement material and force levelling (if gap is greater than 8mm, apply flaxen fiber bar jam-pack, then be coated with QW rubber cement material), after surface is solid, then stick flaxen fiber adhesive tape, with the levelling of cement starch adhesive.This process operations is simple, and key problem in technology is the formula of fibre stuff.
Concrete mounting process step:
1) erecting tools is prepared: cutting machine, ail gun, tape measure, chalk line bag, adz-eye hammer, glue hammer, cutting torch machine saw, ail gun, Churn drill, chisel,, ash bucket, scrape trowel, plumb bob, aluminium alloys set square, aluminium alloys ruler (2m is long), crow bar, bladed saw and hawk etc.
2) operation is prepared:
1. qualified light inner wall plate plate is transported to erecting bed, stack smooth,
2. concrete frame installation position is cleaned out.
3. special anticorrosion Buddhist nun hinders maintenance bolt, the some covers of special interior button connector are transported to scene.
3) on-the-spot unwrapping wire: by concrete frame installation position vertical, left and right horizontal centering unwrapping wire up and down.And in the beam of needs installation, the sideline that hookup wire position is ejected in plate bottom surface.
4) veneer primary treatment
1. the inner wall panel concave, convex groove installing is carried out to suitable roughness processing;
2. position saw cutter [(120～30 * 40～30 * 20～15)] breach square groove of special interior button connector is installed; 3. the upper and lower two ends of inner wall panel saw is cut a hole loudspeaker gap slot.
5) installation exercise:
1. wall batten is installed: I is coated rubber cement material (comprise frame beam or plate cement slurry) by a plate side and concrete frame junction; II embeds sheet material in framework by unwrapping wire requirement, and limit top margin sled, makes it jam-packed gap, to extrude rubber cement, is advisable, and batten is adjusted to the right place; III hinders maintenance bolt (wooden) with special anticorrosion Buddhist nun and locks maintenance; IV reinforces the connection sheet material and concrete frame with interior button connector, and the grout filling that rises with splashing applies gap, full junction; V is installed b, C, d, E by the above step ... n piece batten is to monoblock body of wall.VI is by QW slurry levelling for body of wall gap, and after slurry is solid, (particularly vertical clearance gap) sticks glue burlap bar again.
2. batten is installed water power position perforate principle and by designing requirement, should be held in advance preformed hole (or square or rectangle or circular apertures) successfully and install.After walking to put in place toward grade beam edge in the horizontal edge of moving towards to try one's best of water power, more vertical past body of wall is walked.
3. wall plastering dispose integral wall gap slurry solid after, the wet metope of water punching before wall plastering, carries out plucking with coating roller in surfaces of wall (build 107 glue, cement mortar adds suitable quantity of water furnishing scattered paste shape, energy roller coating is standard), with anti-hulling.After coating is completely dry, available conventional cement mortar is plastered.
Patent beneficial effect of the present invention
1 patent of the present invention makes full use of the mechanical strength of light inner wall plate self and the physical characteristic that can reprocess, by 2-3 special interior button electrical connector is set in sheet material both sides, by two board clampings strong (the vertical spacing of sheet material arranges 1 special interior button connector over 100cm in principle), make the stress that is connected between plate and plate be enhanced and can resist plate surface tensile stress completely, on overcoming body of wall because the plate body distortion that affects of temperature produces vertical fracture phenomenon and played inhibitory action.
2 patent light internal wall laths of the present invention when mounted, arrange horn mouth at the upper and lower two ends of sheet material, and sheet material hinders the wedging of maintenance bolt and plays the effect of locking with Buddhist nun after installing and adjusting to the right place, basicly stable and do not produce displacement and play an important role to body of wall.Like this, further strengthened the bulk strength of wall body structure and be unlikely to produce displacement and keep surface of wall smooth, for preventing that body of wall from producing vertical fracture key effect.
When mounted, the odjective cause due to engineering construction and sheet material processing, makes its plate and plate, plate and post or beam may produce the gap of 8-3cm to 3 light internal wall laths.Depending on gap size, except with wooden unit or fragment of brick filling, then use anticorrosion ramie stripes filling, patent of the present invention adopts viscose slurry (adhesive for building: paper fiber element: cement 425
#: suitable moisture content (5～3:6～1:5～3:H
2o is appropriate) pressure levelling.Like this, strengthen the bonding force of gap slurry, in the situation that keeping wall body structure basicly stable, overcome the phenomenon that produces Vertical Cracks due to temperature impact.
Accompanying drawing explanation
Figure 1 is the special interior connector structural representation of buckleing of ∣ type;
Figure 2 is the special interior connector structural representation of buckleing of ∟ type;
Fig. 3 is that special anticorrosion Buddhist nun hinders maintenance bolt (wooden) structural representation;
Fig. 4 is that special anticorrosion Buddhist nun hinders maintenance bolt scheme of installation;
Figure 5 is special interior connector and the inner wall panel connection diagram of buckleing of ∣ type;
Fig. 6 is light inner wall plate door opening structure scheme of installation.
In figure: 1. interior button connector 1-1. junction plate 1-2. triangle body sawtooth tooth 1-3. screw rod 1-4. screwed hole 2. Buddhist nuns hinder the little triangular groove 2-2. of maintenance bolt 2-1. concave groove 3. inner wall panel 4. concrete ground beam 5. inner wall panel tongue and groove 6. door opening 7. door opening concrete beams.
The specific embodiment
Below in conjunction with drawings and Examples, the invention will be further elaborated.
Embodiment 1:
A kind of mounting process step that can effectively solve the vertical cracking of light internal wall batten comprises:
1) veneer primary treatment
1. the interior wall strip tongue and groove 5 installing is carried out to suitable roughness processing;
2. position saw cutter 120cm * 40cm * 20cm breach square groove of button connector 1 in installing, and between two plates gap by-level at breach square groove brill screw hole;
3. interior wall strip Shang Xia 3 two ends saw cutter hinder the relative loudspeaker gap slot just of maintenance bolt 2 with anticorrosion Buddhist nun.
2) installation exercise:
1. wall batten is installed:
I is coated rubber cement material (comprise ground frame beam or plate cement slurry) by first plate side and concrete frame junction;
II embeds sheet material in framework by unwrapping wire requirement, and limit top margin sled, makes it jam-packed gap, to extrude rubber cement, is advisable, and batten is adjusted to the right place;
III hinders maintenance bolt 2 with anticorrosion Buddhist nun and locks maintenance;
IV reinforces the connection sheet material and concrete frame with buckleing connector in I type, and the grout filling that rises with splashing applies gap, full junction;
V is installed second, the 3rd to monoblock body of wall by the above step;
VI is by QW rubber cement material levelling for body of wall gap, and after slurry is dry, (particularly vertical clearance gap) sticks glue burlap bar again;
2. batten is installed water power position perforate principle and by designing requirement, should be held in advance preformed hole (or square or rectangle or circular apertures) successfully and install, and laterally trend is as far as possible along after walking to put in place toward grade beam edge for water power, more vertical past body of wall is walked;
3. wall plastering dispose integral wall gap slurry dry after, the wet metope of water punching before wall plastering, carries out plucking with coating roller in surfaces of wall (build 107 glue, cement mortar adds suitable quantity of water furnishing scattered paste shape, energy roller coating is standard), with anti-hulling.After coating is completely dry, available conventional cement mortar is plastered;
With reference to Fig. 1, button connector in described " I " font, comprises the cuboid junction plate 1-1 of two opposing parallel or screw rod 1-3 connected vertically with it, and the two ends of two junction plates are respectively equipped with 3 triangle body sawtooth tooth 1-2; Wherein centre and the welding of screw rod 1-3 one end, the corresponding centre of another piece junction plate is provided with the screwed hole 1-4 equipped with the screw rod 1-3 other end.
The present embodiment hinders maintenance bolt with special anti-corrosion Buddhist nun and the horn mouth wedging of the upper and lower two ends of inner wall panel is locked to location and hinder and move; With special interior button connector, further reinforce; The outer benefit prestressing force that makes its junction is greatly enhanced and can be to resist the internal stress that inner wall panel is produced that affects due to temperature.In addition, then apply QW slurry by junction levelling, then stick flaxen fiber adhesive tape and plaster with cement screed.Like this, not that the adhesive stress that the inner tensile stress producing of previous inner wall panel and internal stress are depended merely on slurry carrys out balance, and mend prestressing force outward considerably beyond the tensile stress himself producing and the summation of internal stress because the technology of the present invention makes inner wall panel, thereby internally wallboard application produces vertical fracture problem and is effectively solved.
Embodiment 2: the mounting method of the final light internal wall batten of a kind of justifying body of wall
In interior wall strip installation, final batten is relatively difficult to dispose, and depending on the circumstances or the needs of the situation presses following method setting in installation:
If 1. final remaining concrete frame distance just can be installed a batten, by erectting monoblock mode, to install, working procedure is undertaken by above-mentioned Engineering Projects 1 mode.Different difference parts are that the gap between plate and post may be larger, and maintenance is anti-moves disposal and from two sides, carry out, then apply button connector in " T " font batten and concrete column are fixed to notes spreading mass.Other vertical clearance gap, except with lump material jam-pack, are filled tightly the levelling of coated fiber slurry with anticorrosion flaxen fiber bar;
2. (< 1200 Distance Remaining > 600 ﹚, can take transverse slat mode to install to final remaining concrete frame distance; Optionally batten is sawn into single brick state, by the construction of gap interlace mode; All the other are with embodiment 1.
With reference to Fig. 2, button connector in described T-shape, the junction plate 1-1 that comprises two " L " types, one side of two " L " type junction plate 1-1 parallels, wherein in the middle of a junction plate, weld with one end of screw rod 1-3, the corresponding centre of another piece junction plate is provided with the screwed hole 1-4 equipped with the screw rod 1-3 other end, and by screw rod, 1-3 connects as one, and another side at grade; The end of two parallel junction plate 1-1 is provided with 2 corresponding triangle body sawtooth tooth 1-2.
With reference to Fig. 3, it is the antiseptic wooden triangle bodies of process that described Buddhist nun hinders maintenance bolt 2, base (80～150) cm; Base wide (60～100) cm; 25 °～30 ° of ∠.Triangle body hypotenuse arranges 6 little triangular groove 2-1; Triangle body base arranges 5 concave groove 2-2.
Embodiment 3:
The method of disposal of a kind of light internal wall batten door and window hole point of adjustment
For the sake of security, top, door and window hole principles and requirements arranges steel concrete crossbeam, and will carrying out that span is large is cast-in-place, then light internal wall batten is installed.If door opening upper height space surpasses 60cm, interior wall strip can be taked vertical installation, and in top, door and window hole, wall strip and wall batten can be crisscross arranged; If upper height space, door and window hole is lower than 60cm, interior wall strip is laterally installed; All the other are with embodiment 1.
Embodiment 4:
The method of disposal at a kind of light internal wall batten body of wall turning
Interior wall strip is installed body of wall turning and is disposed right angle, and common buildings is provided with concrete column, and interior wall strip is installed and undertaken by Engineering Projects 1, Engineering Projects 2 schemes.If fillet or arc angle are different to gap disposing technique.Because the gap that fillet or arc angle bull nose (back side) produce is larger, for producing gap, because external action sheet material may produce larger tensile stress, by general joint filling, dispose easily cracking greatly.So fillet or gap, arc angle cylindrical position are except filling out tightly with anticorrosion flaxen fiber bar, the more vertical or man-to-man font connection of elongated stapler for horizontal direction with expanded metal lath edge, and then carry out surfacing; All the other are with embodiment 1.
Claims (8)
1. the mounting process that can effectively solve the vertical cracking of light internal wall batten, comprises the following steps:
(1) any qualified light inner wall plate is vertically fixed in concrete frame structure by the required physical dimension of designing requirement;
(2) recessed or tongue are coated with to spreading mass and another piece inner wall panel or concrete column jam-packed;
(3) with special anticorrosion Buddhist nun, hindering maintenance bolt locks location by the horn mouth wedging of the upper and lower two ends of inner wall panel and hinders and move;
(4) with special interior button connector, sheet material and concrete frame are further reinforced, the outer benefit prestressing force that makes its junction is greatly enhanced and can be to resist the internal stress that inner wall panel is produced that affects due to temperature;
(5) application QW slurry is by junction levelling;
(6) sticking flaxen fiber adhesive tape plasters with cement screed again.
2. according to mounting process claimed in claim 1, it is characterized in that: described interior button connector is button connector in " work " font, this connector comprises the cuboid junction plate of two opposing parallel and screw rod connected vertically with it, and the two ends of two junction plates are respectively equipped with triangle body sawtooth tooth.
3. according to mounting process claimed in claim 1, it is characterized in that: described interior button connector is button connector in " T " font, this connector comprises the junction plate of two " L " fonts, one side of two " L " font junction plates parallels, and connect by vertical with it screw rod, another side is at grade; The end of two parallel junction plates is provided with corresponding triangle body sawtooth tooth.
4. according to mounting process claimed in claim 1, it is characterized in that: in application button connector must by the joint of two boards material respectively chiseling long * wide * dark=120～30 * 40～30 * 20～15 breach square grooves, and gap by-level is bored screw hole in breach square groove between two plates.
5. according to mounting process claimed in claim 1, it is characterized in that: it is a wooden triangle body after preservative treatment that described Buddhist nun hinders maintenance bolt bottom side length 80～150cm wherein, wide 60～100cm; 25 °～30 ° of ∠.
6. according to mounting process claimed in claim 5, it is characterized in that: the hypotenuse setting of described triangle body
have more than 2 little triangular groove; Triangle body base is provided with 2 above concave grooves.
7. according to mounting process claimed in claim 5, it is characterized in that: apply anticorrosion Buddhist nun and hinder maintenance bolt and will arrange respectively at the upper and lower two ends of interior wall strip with Buddhist nun and hinder the match triangle body horn mouth of size of dead bolt, two anticorrosion Buddhist nuns that scribble rubber cement material are hindered to the horn mouth that the maintenance bolt aligning upper and lower two ends of sheet material scribble rubber cement material, difference wedging simultaneously maintenance, and amputate timber wedge redundance with electric hand saw.
8. according to mounting process claimed in claim 1, it is characterized in that: described QW rubber cement material is to be made through mixing to mix thoroughly by following raw material by weight ratio;
Paper fiber or other treated wood fibres 3～5
Elastic emulsion 1～6
450# cement 3～5
Water 1～2.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310531241.4A CN103526863B (en) | 2013-11-01 | 2013-11-01 | One can effectively prevent the vertical cracking of mounting process of light internal wall batten |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310531241.4A CN103526863B (en) | 2013-11-01 | 2013-11-01 | One can effectively prevent the vertical cracking of mounting process of light internal wall batten |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103526863A true CN103526863A (en) | 2014-01-22 |
| CN103526863B CN103526863B (en) | 2016-08-31 |
Family
ID=49929183
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310531241.4A Expired - Fee Related CN103526863B (en) | 2013-11-01 | 2013-11-01 | One can effectively prevent the vertical cracking of mounting process of light internal wall batten |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103526863B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106841246A (en) * | 2017-03-07 | 2017-06-13 | 长安大学 | A kind of method for determining test specimen voidage and space distribution |
| CN108049649A (en) * | 2017-12-21 | 2018-05-18 | 安徽银兔装饰材料有限公司 | Intelligent wall anti-cracking component |
| CN108060791A (en) * | 2017-12-21 | 2018-05-22 | 安徽银兔装饰材料有限公司 | Novel wall crack resistence component |
| CN108060792A (en) * | 2017-12-21 | 2018-05-22 | 安徽银兔装饰材料有限公司 | Wall strength crack resistence component |
| CN109024993A (en) * | 2018-08-30 | 2018-12-18 | 河北建筑工程学院 | A kind of assembly concrete frame wall filled with masonry structural system and its construction method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2270765Y (en) * | 1996-10-29 | 1997-12-17 | 吴镇源 | Improved structure for wallboard |
| US5815992A (en) * | 1997-04-04 | 1998-10-06 | Stephen Spencer | Adjustable height stepped shim |
| CN1196105A (en) * | 1995-09-07 | 1998-10-14 | 克利尔家族合伙有限公司 | Wall panels and joint structures |
| CN101338607A (en) * | 2008-09-01 | 2009-01-07 | 新乡天丰钢板开发有限公司 | Metallic face sandwiched composite board and assembled composite wall panel |
| KR20110017170A (en) * | 2009-08-13 | 2011-02-21 | 동국대학교 산학협력단 | Construction method for building remodeling by using precast concrete panel, and connecting structure for precast concrete panel |
| CN102505862A (en) * | 2011-11-03 | 2012-06-20 | 中山建华墙体材料有限公司 | Installing process of lightweight internal partition wallboards |
| CN102535775A (en) * | 2012-03-02 | 2012-07-04 | 上海岩艺墙体材料科技有限公司 | Crack resisting structure of wall surface and forming method of crack resisting structure |
-
2013
- 2013-11-01 CN CN201310531241.4A patent/CN103526863B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1196105A (en) * | 1995-09-07 | 1998-10-14 | 克利尔家族合伙有限公司 | Wall panels and joint structures |
| CN2270765Y (en) * | 1996-10-29 | 1997-12-17 | 吴镇源 | Improved structure for wallboard |
| US5815992A (en) * | 1997-04-04 | 1998-10-06 | Stephen Spencer | Adjustable height stepped shim |
| CN101338607A (en) * | 2008-09-01 | 2009-01-07 | 新乡天丰钢板开发有限公司 | Metallic face sandwiched composite board and assembled composite wall panel |
| KR20110017170A (en) * | 2009-08-13 | 2011-02-21 | 동국대학교 산학협력단 | Construction method for building remodeling by using precast concrete panel, and connecting structure for precast concrete panel |
| CN102505862A (en) * | 2011-11-03 | 2012-06-20 | 中山建华墙体材料有限公司 | Installing process of lightweight internal partition wallboards |
| CN102535775A (en) * | 2012-03-02 | 2012-07-04 | 上海岩艺墙体材料科技有限公司 | Crack resisting structure of wall surface and forming method of crack resisting structure |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106841246A (en) * | 2017-03-07 | 2017-06-13 | 长安大学 | A kind of method for determining test specimen voidage and space distribution |
| CN108049649A (en) * | 2017-12-21 | 2018-05-18 | 安徽银兔装饰材料有限公司 | Intelligent wall anti-cracking component |
| CN108060791A (en) * | 2017-12-21 | 2018-05-22 | 安徽银兔装饰材料有限公司 | Novel wall crack resistence component |
| CN108060792A (en) * | 2017-12-21 | 2018-05-22 | 安徽银兔装饰材料有限公司 | Wall strength crack resistence component |
| CN109024993A (en) * | 2018-08-30 | 2018-12-18 | 河北建筑工程学院 | A kind of assembly concrete frame wall filled with masonry structural system and its construction method |
| CN109024993B (en) * | 2018-08-30 | 2023-09-15 | 河北建筑工程学院 | Assembled concrete frame infilled wall structure system and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103526863B (en) | 2016-08-31 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100513717C (en) | Steel structure assisted layered installation and construction method for superhigh PRC partition plate | |
| CN103526863B (en) | One can effectively prevent the vertical cracking of mounting process of light internal wall batten | |
| CN102777045A (en) | Construction method for assembling light energy-saving composite wallboards on separation wall | |
| CN204112532U (en) | Integral light grouting heat-preserving wall | |
| CN101408039A (en) | Bamboo-wood mixed structure of house architecture | |
| CN101586370A (en) | Construction method of ceramsite light wallboard | |
| CN208918080U (en) | A kind of wall | |
| CN104100013A (en) | Space-saving type construction method for indoor efficient sound insulation system | |
| CN105863155A (en) | Heat insulation and energy storage type RPC prefabricated wall panel system | |
| CN101761155A (en) | Construction method for ceramsite concrete light-weight wall boards | |
| CN107780559A (en) | A kind of construction method of heat-insulation and heat-preservation gypsum partition wall | |
| CN105019598B (en) | A kind of cutting armored concrete surface layer strengthens light weight board | |
| WO2010074550A1 (en) | Assemblage formwork | |
| CN207017445U (en) | A kind of connecting structure of girder steel and retaining wall | |
| CN113802760A (en) | Heat preservation is decorated and is maintained integration wallboard and wall structure | |
| CN101319524A (en) | Multifunctional combination large plate combined exterior wall and its construction method | |
| CN102296827A (en) | Mounting method of light-weight partition wall board | |
| CN208718153U (en) | The band embedded ALC wallboard shock-resistant node structure in frame top | |
| CN217517862U (en) | Assembled L shape post and ecological interior wall self-tapping nail cluster connection structure | |
| CN205502377U (en) | Hanging wallboard is partly inlayed to unit -installment light | |
| CN211622088U (en) | Fireproof composite wall for protecting building | |
| CN1124388C (en) | Application method of light plate | |
| CN204059666U (en) | Lightweight grouting wall | |
| CN101240664A (en) | Quickly mounted bamboo house | |
| CN106088312A (en) | A kind of construction method of the low layer assembled integrated house of steel wood mixing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information |
Inventor after: Yao Zhiying Inventor after: Liao Yegui Inventor after: Liang Yongquan Inventor before: Yao Zhiying Inventor before: Liang Yongquan Inventor before: Jiang Jiansheng |
|
| CB03 | Change of inventor or designer information | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: YAO ZHIYING LIANG YONGQUAN JIANG JIANSHENG TO: YAO ZHIYING LIAO YEGUI LIANG YONGQUAN |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160831 Termination date: 20191101 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |