CN101824859B - Structure and method for indoor post processing of building parting - Google Patents
Structure and method for indoor post processing of building parting Download PDFInfo
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- CN101824859B CN101824859B CN2010101590756A CN201010159075A CN101824859B CN 101824859 B CN101824859 B CN 101824859B CN 2010101590756 A CN2010101590756 A CN 2010101590756A CN 201010159075 A CN201010159075 A CN 201010159075A CN 101824859 B CN101824859 B CN 101824859B
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Abstract
The invention relates to a structure and a method for the indoor post processing of a building parting. The purpose of the invention is to provide the simple and effective structure and method for the indoor post processing of the building parting, aiming at solving the difficulty in the indoor post decoration of the parting, striving for high waterproof performance, beautiful and generous appearance and convenient maintenance and not affecting the function of the parting itself. The technical scheme is that steel plates are embedded at the top of structural layers on the two sides of the parting, an angle galvanized iron sheet with an upward opening is welded at the bottom of the embedded steel plate on one side and is hung in the parting, right-angle angle steel plates are symmetrically welded on the upper surface of the end of the embedded steel plates on the two sides corresponding to the parting, the vertical side of each angle steel plate is matched with the height of a decoration layer, stainless steel plates are welded at the top of the angle steel plates on the two sides of the parting, a movable stainless steel cover plate is placed in a space formed by the stainless steel plates on the two sides and the top part of the angle steel plate in the middle, and flexible waterproof material is filled in the parting between the angle galvanized iron sheet and the movable stainless steel cover plate. The invention is suitable for industrial and civil buildings.
Description
Technical field
The present invention relates to post-processed structure and method in a kind of building parting sections.Be applicable to industry and civilian construction.
Background technology
Building often needs by related specifications requirement parting shrinkage joint, settlement joint, aseismatic joint etc. for example to be set in order to satisfy dilatation, opposing differential settlement and to improve anti-seismic performance, and the parting width is on the building self-characteristic and divide joint function to decide.The building branch is sewn on when strengthening the ability of itself resisting dilatation, uneven sedimentation and improving anti-seismic performance, makes troubles also for the finishing in building later stage, especially the finishing of the later stage in the parting sections.Finishing treatment measures in the building parting sections are wanted waterproof, elegant in appearance, can not influence the function that parting itself is used for satisfying dilatation, opposing differential settlement and raising anti-seismic performance simultaneously again.
Summary of the invention
The technical problem to be solved in the present invention is: post-processed structure and method in a kind of simple, efficient construction thing parting sections are provided, be intended to solve the difficult problem of later stage finishing in the parting sections, both trying hard to can waterproof, elegant in appearance, easy to maintenance, can not influence the function of parting self again.
The technical solution adopted in the present invention is: the post-processed structure in the building parting sections, has the building that constitutes by deck and the finishing layer outside it, be provided with parting in the building, it is characterized in that: pre-embedded steel slab is established at the top at parting both sides deck, the bottom of one side pre-embedded steel slab is welded the knuckle galvanized sheet iron that an opening makes progress and is hung in the parting, be welded with the right angle angle steel at the both sides pre-embedded steel slab corresponding to the upper surface symmetry of the termination at parting place, the vertical edge of angle steel and finishing layer height coupling, the top of parting both sides angle steel is welded with corrosion resistant plate, placement activity stainless steel cover plate in the formed space, angle steel top of both sides corrosion resistant plate and centre is filled with flexible waterproof material in the parting between knuckle galvanized sheet iron and the movable stainless steel cover plate.
The exposed junction of described pre-embedded steel slab flushes with the slotted wall of parting; And the crest level of pre-embedded steel slab flushes with the crest level of deck.
The crest level of described corrosion resistant plate flushes with the crest level of finishing layer.
Post-processed method in the building parting of the present invention sections may further comprise the steps:
1, first pouring structure layer is buried pre-embedded steel slab underground in the both sides of parting, and the steel plate exposed junction flushes with seam, and the crest level of steel plate flushes with the crest level of deck;
2, with bottom that is welded on a side pre-embedded steel slab of galvanized sheet iron of knuckle, the knuckle end be free end and opening up;
3, when the construction of finishing layer, earlier angle steel is welded on the pre-embedded steel slab of parting both sides, the vertical edge of angle steel flushes with parting, and the horizontal sides of angle steel is last, and the angle steel model needs and finishing layer height coupling, construction finishing layer then;
4, at the welded top corrosion resistant plate of both sides angle steel, the distance between the two stainless steel plates is decided on actual needs, and the crest level that the corrosion resistant plate crest level must and be fitted up layer flushes;
5, treat that finishing layer construction finishes after, closely knit filling flexible waterproofing materials in parting;
6, in the formed space, angle steel top of both sides corrosion resistant plate and centre, buckle movable stainless steel cover plate at last.
The invention has the beneficial effects as follows: the present invention is simple and reasonable for structure, compact, promptly keep parting itself and be used for the function that satisfies dilatation, opposing differential settlement and improve anti-seismic performance, realized waterproof, re-set target specious, easy to maintenance again.Make the later stage finishing of building become very convenient.
Description of drawings
Fig. 1 is the structure chart that band of the present invention is analysed and observe.
The specific embodiment
As shown in Figure 1, present embodiment have by deck 1 and its outer (on) building that constitutes of the finishing layer 2 of face, be provided with parting 9 (shrinkage joint, settlement joint, aseismatic joint etc.) in this building, pre-embedded steel slab 3 is established at top at parting 9 both sides decks 1, and the exposed junction of pre-embedded steel slab flushes with the slotted wall of parting 9 and the crest level of pre-embedded steel slab flushes with the crest level of deck 1.Weld the galvanized sheet iron 4 that a knuckle and opening make progress hangs in the parting 9 in the bottom of a side pre-embedded steel slab 3, simultaneously, be welded with right angle angle steel 5 at both sides pre-embedded steel slab 3 corresponding to the upper surface symmetry of the termination at parting place, the vertical edge of angle steel highly is complementary with finishing layer 2, and the horizontal sides of angle steel is last.The top of parting both sides angle steel is welded with corrosion resistant plate 6, and the crest level of corrosion resistant plate 6 flushes with the crest level of finishing layer 2.Placement activity stainless steel cover plate 7 in the formed space, angle steel top of both sides corrosion resistant plate and centre.Be filled with flexible waterproof material 8 in the parting between galvanized sheet iron 4 and the movable stainless steel cover plate 7.
The job practices of present embodiment may further comprise the steps:
1, first pouring structure layer 1 is buried pre-embedded steel slab 3 underground in the both sides of parting 9, and the steel plate exposed junction flushes with seam, and the crest level of steel plate flushes with the crest level of deck.Pre-embedded steel slab 3 in this step provides reliable connection carrier for the angle steel 5 in knuckle galvanized sheet iron 4 in the back step and the finishing layer 2.
2, with 4 one bottoms that are welded on a side pre-embedded steel slab 3 of knuckle galvanized sheet iron, the knuckle end be free end and opening up.Knuckle galvanized sheet iron 4 in this step has effectively guaranteed the density of flexible waterproof material 8 fillings and less consumption for the filling of flexible waterproof material 8 in the back step provides bottom support.
3, when 2 construction of finishing layer, on the pre-embedded steel slab 3 of parting 9 both sides, the vertical edge of angle steel flushes with parting with angle steel 5 welding (label 10 is a solder joint) earlier, and the horizontal sides of angle steel is last, angle steel model (being the length of side of angle steel) needs and finishing layer height coupling, construction finishing layer 2 then.Angle steel 5 in this step at first provides connection carrier for the corrosion resistant plate 6 of back in the step, and secondly it can effectively protect the regularity of parting both sides finishing layer 2, avoids the breakage in the work progress, and is last, and angle steel can save finishing layered suture inner formword Zhi Li, convenient construction.
4, the distance between welded top corrosion resistant plate 6, the two stainless steel plates 6 of both sides angle steel is decided on actual needs, and the crest level that corrosion resistant plate 6 crest levels must and be fitted up layer 2 flushes.Corrosion resistant plate 6 in this step has realized that excessively the zone of action of having limited the movable corrosion resistant plate 7 that striding sews cloth puts again simultaneously makes it can arbitrarily not slide to movable corrosion resistant plate 7 smooth-going by finishing layer 2, and the facing of corrosion resistant plate 6 can customize on request.
5, treat that 2 construction of finishing layer finish after, closely knit filling flexible waterproofing materials 8 in parting 9.
6, in the formed space, angle steel 5 tops of both sides corrosion resistant plate 6 and centre, buckle movable stainless steel cover plate 7 at last.The movable stainless steel cover plate 7 that striding sews cloth puts is not connected with any carrier of periphery, directly is buckled in branch and sews on, can be free movable, neither the parting both sides are increased any constraint, and can not influence the function of parting itself again.Movable stainless steel cover plate 7 surface aesthetic are generous, and its facing can customize on request, and movable stainless steel cover plate 7 shifts out easily, make things convenient for the later stage flexible material 8 of joint filling is changed and to be safeguarded.
At last, closely knitly clog on knuckle galvanized sheet iron 4, the flexible material 8 under the movable stainless steel cover plate 7 in the seam provides reliable waterproof barrier for parting place 9.
Claims (6)
1. the post-processed structure in the building parting sections, has building by finishing layer (2) formation of deck (1) and its outside, be provided with parting (9) in the building, it is characterized in that: establish pre-embedded steel slab (3) at the top of parting (9) both sides decks (1), the bottom of one side pre-embedded steel slab is welded the knuckle galvanized sheet iron (4) that an opening makes progress and is hung in the parting (9), be welded with right angle angle steel (5) at both sides pre-embedded steel slab (3) corresponding to the upper surface symmetry of the termination at parting place, the vertical edge of angle steel and finishing layer (2) matched, the top of parting both sides angle steel (5) is welded with corrosion resistant plate (6), placement activity stainless steel cover plate (7) in the formed space, angle steel (5) top of both sides corrosion resistant plate (6) and centre is filled with flexible waterproof material (8) in the parting between knuckle galvanized sheet iron (4) and the movable stainless steel cover plate (7).
2. the post-processed structure in the building parting according to claim 1 sections, it is characterized in that: the exposed junction of described pre-embedded steel slab (3) flushes with the slotted wall of parting (9).
3. the post-processed structure in the building parting according to claim 1 and 2 sections, it is characterized in that: the crest level of described pre-embedded steel slab (3) flushes with the crest level of deck (1).
4. the post-processed structure in the building parting according to claim 1 and 2 sections is characterized in that: the crest level of described corrosion resistant plate (6) flushes with the crest level of finishing layer (2).
5. the post-processed structure in the building parting according to claim 3 sections is characterized in that: the crest level of described corrosion resistant plate (6) flushes with the crest level of finishing layer (2).
6. the post-processed method in the building parting sections is characterized in that comprising step:
6.1, first pouring structure layer (1), bury pre-embedded steel slab (3) underground in the both sides of parting (9), the steel plate exposed junction flushes with seam, the crest level of steel plate flushes with the crest level of deck;
6.2, with (4) bottoms that are welded on a side pre-embedded steel slab (3) of knuckle galvanized sheet iron, the knuckle end be free end and opening up;
6.3, when finishing layer (2) construction, earlier angle steel (5) is welded on the pre-embedded steel slab (3) of parting (9) both sides, the vertical edge of angle steel flushes with parting, the horizontal sides of angle steel is last, the angle steel model needs and finishing layer height coupling, construction finishing layer (2) then;
6.4, at the welded top corrosion resistant plate (6) of both sides angle steel (5), the distance between two corrosion resistant plates (6) is decided on actual needs, corrosion resistant plate (6) crest level must and the crest level of finishing layer (2) flush;
6.5, treat that finishing layer (2) construction finishes after, closely knit filling flexible waterproofing materials (8) in parting (9);
6.6, in both sides corrosion resistant plate (6) and middle formed space, angle steel (5) top, buckle movable stainless steel cover plate (7) at last.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101590756A CN101824859B (en) | 2010-04-23 | 2010-04-23 | Structure and method for indoor post processing of building parting |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101590756A CN101824859B (en) | 2010-04-23 | 2010-04-23 | Structure and method for indoor post processing of building parting |
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| Publication Number | Publication Date |
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| CN101824859A CN101824859A (en) | 2010-09-08 |
| CN101824859B true CN101824859B (en) | 2011-12-07 |
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Families Citing this family (2)
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| CN106836519A (en) * | 2017-04-06 | 2017-06-13 | 上海宝岳住宅工业有限公司 | A kind of waterproof construction and installation method of prefabricated sandwich heat preservation wallboard |
| CN111119354A (en) * | 2020-01-17 | 2020-05-08 | 中铁第六勘察设计院集团有限公司 | Novel universal construction joint waterproof manufacturing method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| GB683081A (en) * | 1950-04-11 | 1952-11-19 | Anderson & Son Ltd D | Improvements in supporting members for use in structural work |
| US5611181A (en) * | 1994-11-14 | 1997-03-18 | Construction Specialties, Inc. | Seismic expansion joint cover |
| DE29917389U1 (en) * | 1999-10-08 | 2000-02-10 | Ruoff, Wolfgang, 71111 Waldenbuch | Expansion joint connection profile cover strip for expansion joints between newly plastered and existing facade surfaces |
| CN2895571Y (en) * | 2005-06-07 | 2007-05-02 | 刘相雷 | Telescopic-seam-lid for building engineering |
| CN100396859C (en) * | 2007-07-19 | 2008-06-25 | 河北建设集团有限公司 | Pouring concrete separating crack structure and construction method thereof |
| CN101619597B (en) * | 2009-02-20 | 2010-12-01 | 徐州建筑职业技术学院 | Method for processing deformation joints of clean room |
| CN201695530U (en) * | 2010-04-23 | 2011-01-05 | 中国水电顾问集团华东勘测设计研究院 | Indoor after-treatment structure for dividing joints of buildings |
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