CN104481076A - Method of top-layer ceiling anti-leakage structure process - Google Patents
Method of top-layer ceiling anti-leakage structure process Download PDFInfo
- Publication number
- CN104481076A CN104481076A CN201410831301.9A CN201410831301A CN104481076A CN 104481076 A CN104481076 A CN 104481076A CN 201410831301 A CN201410831301 A CN 201410831301A CN 104481076 A CN104481076 A CN 104481076A
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- Prior art keywords
- support
- connecting component
- tank
- type connecting
- fixed
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- 238000000034 method Methods 0.000 title claims abstract description 35
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 26
- 239000010959 steel Substances 0.000 claims abstract description 26
- 238000003466 welding Methods 0.000 claims abstract description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
- 229910052602 gypsum Inorganic materials 0.000 description 7
- 239000010440 gypsum Substances 0.000 description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 210000003205 muscle Anatomy 0.000 description 4
- 239000002390 adhesive tape Substances 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000003550 marker Substances 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
Landscapes
- Building Environments (AREA)
Abstract
The invention discloses a method of a top-layer ceiling anti-leakage structure process. A bracket (5) is an I-shaped steel bracket (51) or a groove steel bracket (52); groove type connection pieces (3) are fixed on base plates (2) by welding or using screws; the positions of the groove type connection pieces (3) correspond to the bracket (5); mounting holes for mounting fixing screws (4) are formed in the position, which is used for mounting the bracket (5), of a wall body and the base plates (2); the two ends of the bracket (5) are clamped on the groove type connection pieces (3) respectively by two base plates (2) fixedly provided with the groove type connection pieces (3) respectively; one base plate (2) is fixed on the wall body (1) by the fixing screws (4), and other base plate (2) is fixed on the wall body (1) by the fixed screws (4) by adjusting a gap between the groove type connection pieces (3) and the bracket (5); then a keel and a suspended ceiling are mounted on the lower part. The top layer does not need to be drilled, so that a waterproof layer of a roof is not influenced and water is not leaked from the top layer.
Description
Technical field
The invention discloses a kind of method of top layer ceiling anti-leakage structure technique, belong to building decoration field.
Background technology
In upholstery process, the installation steps of furred ceiling are as follows:
1) before formal construction, the line of ink marker whether level of metope bullet is first measured with horizontal tube.
2) plaster tablet suspended ceiling is fixed on firmly on keel bracket, selects the good pine of nail-holding ability.
3) because keel are wooden, therefore must be noted that fire prevention, at keel surface uniform brushing fireproof paint, wait whole keel all to see white, then follow closely on the wall.
4) keel surface just starts to be combined with after having carried out fire prevention process, is fixed at two keel junction Oblique 45 Degrees with ail gun.
5) just framework is fixed on the wall after fixing keel frame, whether the spacing between each framework of careful inspection is not more than 300mm just can have enough fastness, will consider according to the distance of in-site installation band lamp, Down lamp, shot-light, otherwise the gypsum plank on it easily sinks, fracture.
6) during formal upper gypsum plank, fix gypsum plank with drywall screw, nail can not get rusty, and ensures that gypsum plank is attractive in appearance for a long time.
7) hole for nailing on gypsum plank usually can be filled up hole for nailing with antirust hole for nailing putty or cement and process.
8) the gap special putty joint filling existed between two block gypsum plates.
9) paste with break-preventing adhesive tape on surface again after completing gap with gap filler, can prevent expands with heat and contract with cold causes end face to ftracture.To paste while remove bubble with scraper when pasting, allow adhesive tape and gypsum plank thoroughly combine closely.
10) for the furred ceiling that form compare is special, the process in later stage is extremely important.
11), after repairing basic configuration, with the edge of a sand papering furred ceiling, the corner angle on limit and burr are all removed.
Furred ceiling is fixed on keel, and keel are fixed on support, then fixes support with the muscle that hangs being fixed on roof.In actual use, hang muscle uneven in the drilling depth on roof, destroy waterproofing course, create infiltration, touch wooden keel, furred ceiling etc., serious corrosion can be produced, have a strong impact on the Long-Time Service of furred ceiling.
Summary of the invention
The end face furred ceiling of top layer is not holed, and makes the support of furred ceiling with channel-section steel or i iron, and rough ground is fixed on channel-section steel support, and installation of ceiling is at rough ground.End face is not holed, make the waterproofing course on roof unaffected, guarantees that end face is without infiltration.
Because support does not hang muscle, in order to install keel, the parts such as furred ceiling, the weight ratio that the support of furred ceiling made by channel-section steel or i iron originally had the weight support frame hanging muscle heavier, adopt the connection of reinforcing for this reason in the contact position of body of wall and support, ensure channel-section steel or the stable installation of flange beam stand.
A method for top layer ceiling anti-leakage structure technique, is characterized in that, a kind of step of method of top layer ceiling anti-leakage structure technique is as follows:
1) support 5 is flange beam stand 51 or channel-section steel support 52, is fixed on backing plate 2 by tank-type connecting component 3 by welding or screw, and the position of tank-type connecting component 3 is corresponding with support 5;
2) the reserved installing hole installing hold-down screw 4 on the position being arranged on body of wall at support 5 and on backing plate 2;
3) get the backing plate 2 that two pieces are fixed with tank-type connecting component 3 respectively, the two ends of support 5 are stuck on tank-type connecting component 3;
4) be fixed on body of wall 1 by one piece of backing plate 2 by hold-down screw 4, another block, through the adjustment in tank-type connecting component 3 and support 5 gap, is fixed on body of wall 1 by hold-down screw 4, installs keel and furred ceiling afterwards in bottom.
Described tank-type connecting component 3 is channel-section steel.
Described backing plate 2 is the steel plate that 10mm ~ 12mm is thick.
When described support 5 is flange beam stand 51, described tank-type connecting component 3 is four, is distributed in four limits of flange beam stand 51.
When described support 5 is channel-section steel support 52, described tank-type connecting component 3 is one, is fastened on the bottom of channel-section steel support 52.
The opening upwards of described channel-section steel support 52.
Accompanying drawing explanation
Fig. 1 is a kind of structure chart of method of top layer ceiling anti-leakage structure technique;
Fig. 2 is former mounting method structure chart;
The structure chart of the method junction of a kind of top layer ceiling of Fig. 3 anti-leakage structure technique;
Fig. 4 tank-type connecting component 3 and flange beam stand 51 junction sectional view;
Fig. 5 tank-type connecting component 3 and channel-section steel support 52 junction sectional view.
Specific embodiments
Illustrate below in conjunction with embodiment, embodiment 1: tank-type connecting component 3 is channel-section steel.Backing plate 2 is the steel plate that 10mm is thick.Support 5 is flange beam stand 51, and tank-type connecting component 3 is four, is distributed in four limits of flange beam stand 51.
Be fixed on backing plate 2 by tank-type connecting component 3 by welding or screw, the position of tank-type connecting component 3 is corresponding with support 5; The reserved installing hole installing hold-down screw 4 on the position being arranged on body of wall at support 5 and on backing plate 2; Get the backing plate 2 that two pieces are fixed with tank-type connecting component 3 respectively, the two ends of support 5 are stuck on tank-type connecting component 3; Be fixed on body of wall 1 by one piece of backing plate 2 by hold-down screw 4, another block, through the adjustment in tank-type connecting component 3 and support 5 gap, is fixed on body of wall 1 by hold-down screw 4, installs keel and furred ceiling afterwards in bottom.
Embodiment 2: tank-type connecting component 3 is channel-section steel.Backing plate 2 is the steel plate that 12mm is thick.Support 5 is channel-section steel support 52, and tank-type connecting component 3 is one, is fastened on the bottom of channel-section steel support 52.
Be fixed on backing plate 2 by tank-type connecting component 3 by welding or screw, the position of tank-type connecting component 3 is corresponding with support 5; The reserved installing hole installing hold-down screw 4 on the position being arranged on body of wall at support 5 and on backing plate 2; Get the backing plate 2 that two pieces are fixed with tank-type connecting component 3 respectively, the two ends of support 5 are stuck on tank-type connecting component 3, the opening upwards of channel-section steel support 52; Be fixed on body of wall 1 by one piece of backing plate 2 by hold-down screw 4, another block, through the adjustment in tank-type connecting component 3 and support 5 gap, is fixed on body of wall 1 by hold-down screw 4, installs keel and furred ceiling afterwards in bottom.
Claims (6)
1. a method for top layer ceiling anti-leakage structure technique, is characterized in that, a kind of step of method of top layer ceiling anti-leakage structure technique is as follows:
1) support (5) is flange beam stand (51) or channel-section steel support (52), be fixed on backing plate (2) by tank-type connecting component (3) by welding or screw, the same support in the position (5) of tank-type connecting component (3) is corresponding;
2) on the position being arranged on body of wall at support (5) and the upper reserved installing hole installing hold-down screw (4) of backing plate (2);
3) get the backing plate (2) that two pieces are fixed with tank-type connecting component (3) respectively, the two ends of support (5) are stuck on tank-type connecting component (3);
4) one piece of backing plate (2) is fixed on body of wall (1) by hold-down screw (4), another block is through the adjustment in tank-type connecting component (3) and support (5) gap, be fixed on body of wall (1) by hold-down screw (4), in bottom, keel and furred ceiling be installed afterwards.
2. the method for a kind of top layer ceiling anti-leakage structure technique according to claim 1, is characterized in that: described tank-type connecting component (3) is channel-section steel.
3. the method for a kind of top layer ceiling anti-leakage structure technique according to claim 1, is characterized in that: described backing plate (2) is the thick steel plate of 10mm ~ 12mm.
4. the method for a kind of top layer ceiling anti-leakage structure technique according to claim 1, it is characterized in that: when described support (5) is for flange beam stand (51), described tank-type connecting component (3) is four, is distributed in four limits of flange beam stand (51).
5. the method for a kind of top layer ceiling anti-leakage structure technique according to claim 1, it is characterized in that: when described support (5) is for channel-section steel support (52), described tank-type connecting component (3) is one, is fastened on the bottom of channel-section steel support (52).
6. the method for a kind of top layer ceiling anti-leakage structure technique according to claim 1 or 5, is characterized in that: the opening upwards of described channel-section steel support (52).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410831301.9A CN104481076A (en) | 2014-12-23 | 2014-12-23 | Method of top-layer ceiling anti-leakage structure process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410831301.9A CN104481076A (en) | 2014-12-23 | 2014-12-23 | Method of top-layer ceiling anti-leakage structure process |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104481076A true CN104481076A (en) | 2015-04-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410831301.9A Pending CN104481076A (en) | 2014-12-23 | 2014-12-23 | Method of top-layer ceiling anti-leakage structure process |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110616843A (en) * | 2019-09-02 | 2019-12-27 | 合肥高丽今生实业有限公司 | Full-built-in top plate for integral bathroom and mounting method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2118103U (en) * | 1991-05-16 | 1992-10-07 | 北京市建材轻钢制品厂 | Simple keel |
| US5619833A (en) * | 1995-01-26 | 1997-04-15 | Neff; Eric S. | Suspended ceiling system |
| CN1721635A (en) * | 2004-07-14 | 2006-01-18 | 沃辛顿阿姆斯特朗风险投资公司 | Molding for drywall ceiling grid |
| CN102287046A (en) * | 2011-06-24 | 2011-12-21 | 吴方伯 | Building template |
| CN103352532A (en) * | 2013-06-21 | 2013-10-16 | 江苏华顶建设工程股份有限公司 | End connector of suspended ceiling framework |
-
2014
- 2014-12-23 CN CN201410831301.9A patent/CN104481076A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2118103U (en) * | 1991-05-16 | 1992-10-07 | 北京市建材轻钢制品厂 | Simple keel |
| US5619833A (en) * | 1995-01-26 | 1997-04-15 | Neff; Eric S. | Suspended ceiling system |
| CN1721635A (en) * | 2004-07-14 | 2006-01-18 | 沃辛顿阿姆斯特朗风险投资公司 | Molding for drywall ceiling grid |
| CN102287046A (en) * | 2011-06-24 | 2011-12-21 | 吴方伯 | Building template |
| CN103352532A (en) * | 2013-06-21 | 2013-10-16 | 江苏华顶建设工程股份有限公司 | End connector of suspended ceiling framework |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110616843A (en) * | 2019-09-02 | 2019-12-27 | 合肥高丽今生实业有限公司 | Full-built-in top plate for integral bathroom and mounting method thereof |
| CN110616843B (en) * | 2019-09-02 | 2021-06-11 | 合肥高丽今生实业有限公司 | Full-built-in top plate for integral bathroom and mounting method thereof |
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Application publication date: 20150401 |
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