CN104074332B - A kind of interior wall dry bonding structure of Fiberglas reinforced plaster tablet and construction method thereof - Google Patents
A kind of interior wall dry bonding structure of Fiberglas reinforced plaster tablet and construction method thereof Download PDFInfo
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- CN104074332B CN104074332B CN201410305201.2A CN201410305201A CN104074332B CN 104074332 B CN104074332 B CN 104074332B CN 201410305201 A CN201410305201 A CN 201410305201A CN 104074332 B CN104074332 B CN 104074332B
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- 239000011505 plaster Substances 0.000 title claims abstract description 110
- 238000010276 construction Methods 0.000 title claims abstract description 17
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 156
- 239000010959 steel Substances 0.000 claims abstract description 156
- 239000003292 glue Substances 0.000 claims abstract description 80
- 238000004026 adhesive bonding Methods 0.000 claims abstract description 60
- 239000004575 stone Substances 0.000 claims abstract description 48
- 238000003466 welding Methods 0.000 claims abstract description 13
- 230000003044 adaptive effect Effects 0.000 claims abstract description 9
- 239000000428 dust Substances 0.000 claims abstract description 6
- 238000009434 installation Methods 0.000 claims description 10
- 230000006978 adaptation Effects 0.000 claims description 9
- 244000261422 Lysimachia clethroides Species 0.000 claims description 6
- 230000001680 brushing effect Effects 0.000 claims description 6
- 239000003973 paint Substances 0.000 claims description 6
- 229920006335 epoxy glue Polymers 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 5
- 229920006395 saturated elastomer Polymers 0.000 claims description 5
- PASHVRUKOFIRIK-UHFFFAOYSA-L calcium sulfate dihydrate Chemical compound O.O.[Ca+2].[O-]S([O-])(=O)=O PASHVRUKOFIRIK-UHFFFAOYSA-L 0.000 claims description 3
- 238000004140 cleaning Methods 0.000 claims description 3
- 229920001971 elastomer Polymers 0.000 claims description 3
- 238000007667 floating Methods 0.000 claims description 3
- 238000000034 method Methods 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 238000012216 screening Methods 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 3
- 238000005034 decoration Methods 0.000 description 4
- 238000004873 anchoring Methods 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 229910052602 gypsum Inorganic materials 0.000 description 2
- 239000010440 gypsum Substances 0.000 description 2
- 239000000654 additive Substances 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
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Abstract
A kind of interior wall dry bonding structure of Fiberglas reinforced plaster tablet and construction method thereof, described Fiberglas reinforced plaster tablet comprises rectangular frame, the longitudinal side of rectangular frame and transverse sides are fixed with cloud stone glue bonding flange and structure glue bonding flange respectively, and cloud stone glue bonding flange and structure glue bonding flange slightly protrude from the Fiberglas reinforced plaster tablet back side; The downhand welding of angle steel cross beam water is connected between adjacent steel post, angle steel section of beam is inverted L-shaped, the width of the distance between adjacent steel column center line and Fiberglas reinforced plaster tablet is adaptive, the cloud stone glue bonding flange of each Fiberglas reinforced plaster tablet is fixed on steel post by cloud stone glue, the structure glue bonding flange of described Fiberglas reinforced plaster tablet top is fixed by structure glue and angle steel crossbeam, and described structure glue bonding flange and described L shape corner brace are fixed by structure glue.Adopt the sticky formula of point to fix, without the need to Fiberglas reinforced plaster tablet perforate, gain in strength, avoid dust.
Description
Technical field
The present invention relates to Fiberglas reinforced plaster tablet, particularly dry structure and the construction method thereof of boning of the interior wall of Fiberglas reinforced plaster tablet.
Background technology
Fiberglas reinforced plaster tablet (hereinafter referred to as GRG plate) is the new material decoration panel that interior decoration appears being applied in a kind of recent domestic architecture and decoration field, it adopts the special gypsum of GRG to mix with the reinforcing glass fiber of special continuous rigidity, proprietary additive as base-material, be made in mould again, this precast type Novel decorative panel has high, the customizable any moulding of intensity, absorb sound the features such as soundproof effect is good, obtains increasingly extensive application in interior decoration.
At present, the mounting means of existing GRG plate is that the mode of being fixed by welding or bolt is arranged on basic unit's steel frame; But, in practice of construction engineering, because working space is narrow and small between metope basic unit steel frame and GRG plate, usual needs carry out bolt anchoring or welded and installed by perforate on GRG plate, can there is following defect like this: perforate destroys the bulk strength of GRG plate on GRG plate, structural safety is difficult to ensure; The anticorrosive work at bolt anchoring or welded and installed tie point place is difficult to perfect, and later stage unit plate exists quality and potential safety hazard; Perforate and later stage hole repair on GRG plate, can cause the phenomenon that job site dust is large, rubbish is many, not meet the requirement of on-the-spot civilized construction and environmental protection, bring difficulty of construction high simultaneously, reduces the defect of speed of application.
Summary of the invention
The technical problem to be solved in the present invention is to provide dry structure and the construction method thereof of boning of interior wall of a kind of stabilized structure, Fiberglas reinforced plaster tablet quick and easy for installation.
In order to solve the problems of the technologies described above, the invention provides a kind of interior wall dry bonding structure of Fiberglas reinforced plaster tablet, comprising Fiberglas reinforced plaster tablet, L shape corner brace, multiple steel post and angle steel crossbeam being vertically fixed on interior wall;
Described Fiberglas reinforced plaster tablet comprises rectangular frame, cloud stone glue bonding flange, structure glue bonding flange, described rectangular frame is arranged along described Fiberglas reinforced plaster tablet edge, the longitudinal side of described rectangular frame and transverse sides are fixed with cloud stone glue bonding flange and structure glue bonding flange respectively, and described cloud stone glue bonding flange and structure glue bonding flange slightly protrude from the Fiberglas reinforced plaster tablet back side;
The downhand welding of described angle steel cross beam water is connected between adjacent steel post, described angle steel section of beam is inverted L-shaped, described L shape corner brace is fixed on angle steel crossbeam end face, longitudinal side of angle steel crossbeam and L shape corner brace all with steel post away from longitudinal side of interior wall on same perpendicular, the width of the distance between adjacent steel column center line and Fiberglas reinforced plaster tablet is adaptive, and the height of the distance between neighbouring angle steel crossbeam and Fiberglas reinforced plaster tablet is adaptive;
The cloud stone glue bonding flange of each Fiberglas reinforced plaster tablet is fixed on steel post by cloud stone glue, seam between Fiberglas reinforced plaster tablet is alignd with the center line of steel post, each Fiberglas reinforced plaster tablet top is concordant with respective corners gooseneck top, the structure glue bonding flange of described Fiberglas reinforced plaster tablet top is fixed by structure glue and angle steel crossbeam, the structure glue bonding quantity of flange of described Fiberglas reinforced plaster tablet bottom margin and position and the L shape corner brace adaptation on lower one deck angle steel crossbeam, described structure glue bonding flange and described L shape corner brace are fixed by structure glue.
As preferred embodiment, also comprise the lengthways of rod between horizontal rib between the longitudinal side being laterally fixed on rectangular frame and the transverse sides being vertically fixed on rectangular frame.
As preferred embodiment, described steel post is channel-section steel, and described structure glue is saturated epoxy glue.
As preferred embodiment, the side of described steel post and lower end are welded with steel post corner brace respectively and described steel post corner brace is fixed on interior wall and ground layer by expansion bolt.
As preferred embodiment, be alternately connected to steel post both sides about described steel post corner brace, described L shape corner brace is fixed on angle steel crossbeam by welding or bolt.
As preferred embodiment, described L shape corner brace and angle steel crossbeam are all in both connecting part perforates, and described structure glue is oozed out and formed glue nail from this hole.
The construction method of bonding structure done by the interior wall that present invention also offers above-mentioned Fiberglas reinforced plaster tablet, comprises the following steps,
A, cleaning inner wall surface float sand, floating dust, foreign matter, repair, and ensure that metope is substantially smooth;
B, according to designing requirement and on-site actual situations, by Fiberglas reinforced plaster tablet frame bar bullet in interior wall;
C, be alternately welded in steel post side by about steel post corner brace, and with expansion bolt, steel post corner brace is fixed on interior wall, many steel posts are made to be fixed on interior wall, the distance between control adjacent steel column center line and the width adaptation of Fiberglas reinforced plaster tablet; To ensure that the height of distance between two neighbouring angle steel crossbeams and Fiberglas reinforced plaster tablet is adaptive between angle steel cross beam water flat welded adjacent steel column; Adjust planeness during installation and make longitudinal side of angle steel crossbeam and steel post away from longitudinal side of interior wall on same perpendicular, weld brushing antirusting paint;
D, L shape corner brace is fixed on angle steel crossbeam end face, adjust planeness during installation and make longitudinal side of L shape corner brace and steel post away from longitudinal side of interior wall on same perpendicular, the quantity of L shape corner brace and position and the structure glue of the corresponding Fiberglas reinforced plaster tablet flange that bonds is corresponding, weld brushing antirusting paint;
E, cloud stone glue is smeared in the cloud stone glue bonding flange of Fiberglas reinforced plaster tablet and steel post and cloud stone glue position corresponding to flange that bond, at the structure glue bonding flange of Fiberglas reinforced plaster tablet and to bond smearing structure glue in flange corresponding angles gooseneck and L shape corner brace with structure glue, the cloud stone glue of described Fiberglas reinforced plaster tablet both sides bonding flange is bonded on two adjacent steel columns by cloud stone glue, seam between Fiberglas reinforced plaster tablet is alignd with the center line of steel post, by the structure glue of Fiberglas reinforced plaster tablet top bonding flange and angle steel crossbeam, the structure glue bonding flange of bottom margin and L shape corner brace are fixed by structure glue, the erection sequence of Fiberglas reinforced plaster tablet is from bottom to top, from both sides to centre, the point position being coated with structure glue is knocked with rubber hammer, structure glue is fully bonded, structure glue is extruded from the hole of L shape corner brace and angle steel crossbeam thus bubble discharge structure glue, and form structure glue nail,
F, cloud stone glue solidified thus realize interim location in several minutes to be fixed, wait for the installation realizing Fiberglas reinforced plaster tablet after structure glue is solidified within a couple of days, take the GRG land plaster mixed up to carry out filleting process, after caulking material solidifies, polish flat, make an overall screening plate face.
As preferred embodiment, in step c, when steel post is installed, be alternately welded in steel post both sides by about described steel post corner brace.
As preferred embodiment, in steps d, by welding or bolt, described L shape corner brace is fixed on angle steel crossbeam when L shape corner brace is installed.
As preferred embodiment, described steel post is channel-section steel, and described structure glue is saturated epoxy glue.
Compared with prior art, tool of the present invention has the following advantages:
1, embedded rectangular frame in Fiberglas reinforced plaster tablet, rectangular frame is fixed with the cloud stone glue bonding flange and structure glue bonding flange that slightly protrude from the Fiberglas reinforced plaster tablet back side, cloud stone glue bonding flange and structure glue bonding flange are fixed on steel post and angle steel crossbeam by cloud stone glue and structure glue, avoid Fiberglas reinforced plaster tablet perforate, reduce on-the-spot dust, meet the requirement of on-the-spot civilized construction and environmental protection, ensure the structural strength of Fiberglas reinforced plaster tablet, further, the structural strength of horizontal rib and lengthways of rod increase Fiberglas reinforced plaster tablet can also be connected in rectangular frame,
2, accurate positioning, the lattice frames that steel post and angle steel crossbeam are formed and Fiberglas reinforced plaster tablet adaptation, the seam of Fiberglas reinforced plaster tablet is alignd with the center line of steel post, the structure glue bonding flange at top and bottom margin place is bonding with the L shape corner brace of corresponding angles gooseneck and lower one deck angle steel crossbeam respectively, ensure that each block Fiberglas reinforced plaster tablet can be fixed on steel post and angle steel crossbeam according to designing requirement in an orderly manner, highly shortened Fiberglas reinforced plaster tablet and the space between steel post and angle steel crossbeam in addition, reduce taking the interior space,
3, Fiberglas reinforced plaster tablet adopts cloud stone glue and structure glue bonding to fix, cloud stone glue has the characteristic of rapid condensation, intensity is not as good as structure glue, temporary fixed effect can be played, and structure glue setting time is longer, solidify rear intensity higher, both use simultaneously, Fiberglas reinforced plaster tablet is lower temporary fixed in fixing of cloud stone glue, ensure that structure glue can fully be solidified, improve efficiency of construction, avoid bolt anchoring or welded and installed tie point place anticorrosive work in prior art to be difficult to perfect problem, structure is more firm, and construction quality is higher.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the present invention is described in further detail:
Fig. 1 be the interior wall of a kind of Fiberglas reinforced plaster tablet of the present invention do bonding structure master look partial sectional view.
Fig. 2 is the sectional view along A-A line in Fig. 1.
Fig. 3 is the rear elevation of Fiberglas reinforced plaster tablet.
Fig. 4 is the schematic perspective view of Fiberglas reinforced plaster tablet.
Fig. 5 is the partial enlarged drawing in B portion in Fig. 2.
Fig. 6 is the structure chart of the second connected mode of L shape corner brace and angle steel crossbeam.
Fig. 7 is the structural representation of rectangular frame, horizontal rib, lengthways of rod, cloud stone glue bonding flange, structure glue bonding flange.
Detailed description of the invention
The master that bonding structure done by the interior wall being illustrated in figure 1 Fiberglas reinforced plaster tablet of the present invention looks partial sectional view, comprises Fiberglas reinforced plaster tablet 300, multiple steel post 100 (being preferably channel-section steel) and angle steel crossbeam 200 being vertically fixed on interior wall 130.The present invention makes improvements Fiberglas reinforced plaster tablet 300, as shown in figs. 4 and 7, comprise rectangular frame 310, horizontal rib 320, lengthways of rod 330, cloud stone glue bonding flange 321, structure glue bonding flange 331, described rectangular frame 310 is arranged along described Fiberglas reinforced plaster tablet 300 edge, 2 (quantity is regardless of, being preferably 2) horizontal rib 320 is laterally fixed between longitudinal side of rectangular frame 310, 2 (quantity is regardless of, being preferably 2) lengthways of rod 330 is vertically fixed between the transverse sides of rectangular frame 310, to increase the intensity of rectangular frame 310 and Fiberglas reinforced plaster tablet 300, the longitudinal side of described rectangular frame 310 and transverse sides are fixed with cloud stone glue bonding flange 321 and structure glue bonding flange 331 respectively, described cloud stone glue bonding flange 321 and structure glue bonding flange 331 slightly protrude from Fiberglas reinforced plaster tablet 300 back side (as shown in Figure 3), its advantage is that described cloud stone glue bonding flange 321 and structure glue bonding flange 331 can be fixed on steel post 100 and angle steel crossbeam 200 (referring to hereafter) respectively by cloud stone glue and structure glue 332 (being preferably saturated epoxy glue).During making, in advance horizontal rib 320, lengthways of rod 330, cloud stone glue bonding flange 321 are connected on rectangular frame 310 with structure glue bonding flange 331, record with gypsum slurry shaping again, thus horizontal rib 320, lengthways of rod 330, cloud stone glue bonding flange 321 and structure glue bonding flange 331 are embedded in wherein.
Be illustrated in figure 2 the sectional view along A-A line in Fig. 1, the side of described steel post 100 and lower end are welded with steel post corner brace 110 respectively and described steel post corner brace 110 is fixed on interior wall 130 and ground layer 140 by expansion bolt 120, thus multiple steel post 100 is vertically fixed on interior wall 130.Described steel post corner brace about 110 is alternately connected to steel post 100 both sides, ensures bonding strength and can save steel post corner brace 110.The horizontal welding of described angle steel crossbeam 200 is connected between adjacent steel post 100, and described angle steel crossbeam 200 cross section is inverted L-shaped, and described L shape corner brace 210 is fixed on angle steel crossbeam 200 end face, and fixed form as shown in Figure 5 and Figure 6, is fixed by welding or bolt 230.Longitudinal side of angle steel crossbeam 200 and L shape corner brace 210 all with steel post 100 away from longitudinal side of interior wall 130 on same perpendicular, thus ensure the planeness that Fiberglas reinforced plaster tablet 300 is installed, the width of the distance between adjacent steel column 100 center line and Fiberglas reinforced plaster tablet 300 is adaptive, the height of the distance between neighbouring angle steel crossbeam 200 and Fiberglas reinforced plaster tablet 300 is adaptive, and the trellis that steel post 100 and angle steel crossbeam 200 are formed can be installed for Fiberglas reinforced plaster tablet 300 adaptation.
As shown in Figure 1, the cloud stone glue bonding flange 321 of each Fiberglas reinforced plaster tablet 300 is fixed on steel post 100 by cloud stone glue, and the seam between Fiberglas reinforced plaster tablet 300 is alignd with the center line of steel post 100.As shown in Figure 2, described Fiberglas reinforced plaster tablet 300 top is concordant with lower one deck angle steel crossbeam 200 top, the structure glue bonding flange 331 of described Fiberglas reinforced plaster tablet 300 top is fixed by structure glue 332 and angle steel crossbeam 200, the structure glue bonding quantity of flange 331 of described Fiberglas reinforced plaster tablet 300 bottom margin and position adaptive with the L shape corner brace 210 on lower one deck angle steel crossbeam 200, described structure glue bonding flange 331 is fixing by structure glue 332 with described L shape corner brace 210.Described L shape corner brace 210 and angle steel crossbeam 200 are all in both connecting part perforates, and described structure glue 332 is oozed out and formed glue nail, to increase stability from this hole.
The construction method of bonding structure done by the interior wall of described Fiberglas reinforced plaster tablet, comprises the following steps:
A, cleaning interior wall 130 metope float sand, floating dust, foreign matter, repair, ensure that metope is substantially smooth;
B, according to designing requirement and on-site actual situations, by Fiberglas reinforced plaster tablet 300 frame bar bullet in interior wall 130;
C, steel post corner brace 110 is welded in steel post 100 side, and with expansion bolt 120, steel post corner brace 110 is fixed on interior wall 130, many steel posts 100 are made to be fixed on interior wall 130, the distance between control adjacent steel column 100 center line and the width adaptation of Fiberglas reinforced plaster tablet 300; The height adaptation of the distance between two neighbouring angle steel crossbeams 200 and Fiberglas reinforced plaster tablet 300 will be ensured between angle steel crossbeam 200 level welding adjacent steel column 100; Adjust planeness during installation and make longitudinal side of angle steel crossbeam 200 and steel post 100 away from longitudinal side of interior wall 130 on same perpendicular, weld brushing antirusting paint;
D, L shape corner brace 210 is fixed on angle steel crossbeam 200 end face by welding or bolt 230, adjust planeness during installation and make longitudinal side of L shape corner brace 210 and steel post 100 away from longitudinal side of interior wall 130 on same perpendicular, the quantity of L shape corner brace 210 and position and the structure glue of corresponding Fiberglas reinforced plaster tablet 300 flange 331 that bonds is corresponding, weld brushing antirusting paint;
E, cloud stone glue is smeared in the cloud stone glue bonding flange 321 of Fiberglas reinforced plaster tablet 300 and steel post 100 and cloud stone glue position corresponding to flange 321 that bond, at the structure glue bonding flange 331 of Fiberglas reinforced plaster tablet 300 and to bond smearing structure glue 332 in flange 331 corresponding angles gooseneck 200 and L shape corner brace 210 with structure glue, the cloud stone glue of described Fiberglas reinforced plaster tablet 300 both sides bonding flange 321 is bonded on two adjacent steel columns 100 by cloud stone glue, the center line of seam between Fiberglas reinforced plaster tablet 300 with steel post 100 is alignd, by the structure glue of Fiberglas reinforced plaster tablet 300 top bonding flange 331 and angle steel crossbeam 200, the structure glue bonding flange 331 of bottom margin is fixed by structure glue 332 with L shape corner brace 210, the erection sequence of Fiberglas reinforced plaster tablet 300 is from bottom to top, from both sides to centre, the point position being coated with structure glue 332 is knocked with rubber hammer, structure glue 332 is fully bonded, structure glue 332 is extruded from the hole of L shape corner brace 210 and angle steel crossbeam 200 thus bubble discharge structure glue, and form structure glue nail,
F, cloud stone glue solidified thus realize interim location in several minutes to be fixed, wait for the installation realizing Fiberglas reinforced plaster tablet 300 after structure glue 332 is solidified within a couple of days, take the GRG land plaster mixed up to carry out filleting process, after caulking material solidifies, polish flat, make an overall screening plate face.
Claims (10)
1. an interior wall dry bonding structure for Fiberglas reinforced plaster tablet, is characterized in that: comprise Fiberglas reinforced plaster tablet (300), L shape corner brace (210), multiple steel post (100) and angle steel crossbeam (200) being vertically fixed on interior wall (130);
Described Fiberglas reinforced plaster tablet (300) comprises rectangular frame (310), cloud stone glue bonding flange (321), structure glue bonding flange (331), described rectangular frame (310) is arranged along described Fiberglas reinforced plaster tablet (300) edge, described rectangular frame (310) longitudinal side and transverse sides are fixed with cloud stone glue bonding flange (321) and structure glue bonding flange (331) respectively, described cloud stone glue bonding flange (321) and structure glue bonding flange (331) slightly protrude from Fiberglas reinforced plaster tablet (300) back side,
The horizontal welding of described angle steel crossbeam (200) is connected between adjacent steel post (100), described angle steel crossbeam (200) cross section is inverted L-shaped, described L shape corner brace (210) is fixed on angle steel crossbeam (200) end face, longitudinal side of angle steel crossbeam (200) and L shape corner brace (210) all with steel post (100) away from longitudinal side of interior wall (130) on same perpendicular, the width of the distance between adjacent steel column (100) center line and Fiberglas reinforced plaster tablet (300) is adaptive, the height of the distance between neighbouring angle steel crossbeam (200) and Fiberglas reinforced plaster tablet (300) is adaptive,
Cloud stone glue bonding flange (321) of each Fiberglas reinforced plaster tablet (300) is fixed on steel post (100) by cloud stone glue, seam between Fiberglas reinforced plaster tablet (300) is alignd with the center line of steel post (100), each Fiberglas reinforced plaster tablet (300) top is concordant with respective corners gooseneck (200) top, structure glue bonding flange (331) of described Fiberglas reinforced plaster tablet (300) top is fixed by structure glue (332) and angle steel crossbeam (200), L shape corner brace (210) adaptation on the quantity of structure glue bonding flange (331) of described Fiberglas reinforced plaster tablet (300) bottom margin and position and lower one deck angle steel crossbeam (200), described structure glue bonding flange (331) is fixed by structure glue (332) with described L shape corner brace (210).
2. the interior wall of a kind of Fiberglas reinforced plaster tablet according to claim 1 dry bonding structure, is characterized in that: also comprise the lengthways of rod (330) between horizontal rib (320) between the longitudinal side being laterally fixed on rectangular frame (310) and the transverse sides being vertically fixed on rectangular frame (310).
3. the interior wall dry bonding structure of a kind of Fiberglas reinforced plaster tablet according to claim 1 and 2, it is characterized in that: described steel post (100) is channel-section steel, described structure glue (332) is saturated epoxy glue.
4. the interior wall dry bonding structure of a kind of Fiberglas reinforced plaster tablet according to claim 3, is characterized in that: the side of described steel post (100) and lower end are welded with steel post corner brace (110) respectively and described steel post corner brace (110) is fixed on interior wall (130) and ground layer (140) by expansion bolt (120).
5. the interior wall dry bonding structure of a kind of Fiberglas reinforced plaster tablet according to claim 4, it is characterized in that: described steel post corner brace (110) left and right is alternately connected to steel post (100) both sides, and described L shape corner brace (210) is fixed on angle steel crossbeam (200) by welding or bolt (230).
6. the interior wall dry bonding structure of a kind of Fiberglas reinforced plaster tablet according to claim 3, it is characterized in that: described L shape corner brace (210) and angle steel crossbeam (200) are all in both connecting part perforates, and described structure glue (332) is oozed out and formed glue nail from this hole.
7. a construction method for bonding structure done by the interior wall of Fiberglas reinforced plaster tablet described in claim 1, it is characterized in that: comprise the following steps,
A, cleaning interior wall (130) metope float sand, floating dust, foreign matter, repair, and ensure that metope is substantially smooth;
B, according to designing requirement and on-site actual situations, by Fiberglas reinforced plaster tablet (300) frame bar bullet in interior wall (130);
C, by steel post corner brace (110) left and right be alternately welded in steel post (100) side, and with expansion bolt (120), steel post corner brace (110) is fixed on interior wall (130), many steel posts (100) are made to be fixed on interior wall (130), the distance between control adjacent steel column (100) center line and the width adaptation of Fiberglas reinforced plaster tablet (300); The height adaptation of the distance between two neighbouring angle steel crossbeams (200) and Fiberglas reinforced plaster tablet (300) will be ensured between angle steel crossbeam (200) level welding adjacent steel column (100); Adjust planeness during installation and make longitudinal side of angle steel crossbeam (200) and steel post (100) away from longitudinal side of interior wall (130) on same perpendicular, weld brushing antirusting paint;
D, L shape corner brace (210) is fixed on angle steel crossbeam (200) end face, adjust planeness during installation and make longitudinal side of L shape corner brace (210) and steel post (100) away from longitudinal side of interior wall (130) on same perpendicular, the quantity of L shape corner brace (210) and position and the structure glue of corresponding Fiberglas reinforced plaster tablet (300) flange (331) that bonds is corresponding, weld brushing antirusting paint;
E, cloud stone glue is smeared in cloud stone glue bonding flange (321) of Fiberglas reinforced plaster tablet (300) and steel post (100) and cloud stone glue position corresponding to flange (321) that bond, in structure glue bonding flange (331) of Fiberglas reinforced plaster tablet (300) and go up smearing structure glue (332) with bond flange (331) corresponding angles gooseneck (200) and L shape corner brace (210) of structure glue, the cloud stone glue of described Fiberglas reinforced plaster tablet (300) both sides bonding flange (321) is bonded on two adjacent steel columns (100) by cloud stone glue, the center line of seam between Fiberglas reinforced plaster tablet (300) with steel post (100) is alignd, by the structure glue of Fiberglas reinforced plaster tablet (300) top bonding flange (331) and angle steel crossbeam (200), structure glue bonding flange (331) of bottom margin is fixed by structure glue (332) with L shape corner brace (210), the erection sequence of Fiberglas reinforced plaster tablet (300) is from bottom to top, from both sides to centre, the point position being coated with structure glue (332) is knocked with rubber hammer, structure glue (332) is fully bonded, structure glue (332) is extruded from the hole of L shape corner brace (210) and angle steel crossbeam (200) thus bubble discharge structure glue, and form structure glue nail,
F, cloud stone glue solidified thus realize interim location in several minutes to be fixed, wait for the installation realizing Fiberglas reinforced plaster tablet (300) after structure glue (332) is solidified within a couple of days, the GRG land plaster mixed up is taked to carry out filleting process, after caulking material solidifies, polish flat, make an overall screening plate face.
8. the construction method of bonding structure done by the interior wall of a kind of Fiberglas reinforced plaster tablet according to claim 7, it is characterized in that: in step c, when steel post (100) are installed, described steel post corner brace (110) left and right is alternately welded in steel post (100) both sides.
9. the construction method of bonding structure done by the interior wall of a kind of Fiberglas reinforced plaster tablet according to claim 7 or 8, it is characterized in that: in steps d, by welding or bolt (230), described L shape corner brace (210) is fixed on angle steel crossbeam (200) when L shape corner brace (210) are installed.
10. the construction method of bonding structure done by the interior wall of a kind of Fiberglas reinforced plaster tablet according to claim 7, and it is characterized in that: described steel post (100) is channel-section steel, described structure glue (332) is saturated epoxy glue.
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| CN104652634B (en) * | 2014-12-25 | 2017-11-28 | 深圳市中孚泰文化建筑建设股份有限公司 | The installation method of glass fibre plasterboard |
| CN104947892B (en) * | 2015-05-28 | 2017-10-20 | 苏州金螳螂建筑装饰股份有限公司 | GRG walls surface layer moulding splicing construction and its construction method |
| CN105040950A (en) * | 2015-06-30 | 2015-11-11 | 苏州金螳螂建筑装饰股份有限公司 | Stone dry bonding mounting structure unit and mounting method thereof |
| CN105089245A (en) * | 2015-09-14 | 2015-11-25 | 苏州金螳螂建筑装饰股份有限公司 | Irregular splicing material dry-hanging structure and construction method thereof |
| CN105604286B (en) * | 2015-12-22 | 2018-01-12 | 河北久建建筑装饰工程有限公司 | A kind of heat preservation stone angle steel horizontal type fixed setting method |
| CN106760296A (en) * | 2016-12-07 | 2017-05-31 | 苏州红叶装饰工程有限公司 | Face stone sheet material dried hanging method |
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| JPH0949305A (en) * | 1995-08-07 | 1997-02-18 | Hideo Yugawa | Interior finish wall |
| JP2891941B2 (en) * | 1996-08-08 | 1999-05-17 | 三洋工業株式会社 | Mounting structure and mounting method of interior member |
| JPH10245962A (en) * | 1997-03-07 | 1998-09-14 | Kowa Kenshiyou Kk | Interior finishing plate mounting method and structure |
| KR20100104011A (en) * | 2009-03-16 | 2010-09-29 | 박종태 | A unit facing panel by groove frame and fixing system |
| CN102936949A (en) * | 2012-11-23 | 2013-02-20 | 易科美德（天津）环保建材有限公司 | Connecting member for integrated bonding and locking of low-carbon boards and application and mounting method thereof |
| CN204001571U (en) * | 2014-06-30 | 2014-12-10 | 深圳市深装总装饰工程工业有限公司 | A kind of dry bonding of interior wall structure of Fiberglas reinforced plaster tablet |
-
2014
- 2014-06-30 CN CN201410305201.2A patent/CN104074332B/en not_active Expired - Fee Related
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| CN104074332A (en) | 2014-10-01 |
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