CN106401025A - Construction method for lightgage steel joist system capable of preventing partition wall from cracking - Google Patents
Construction method for lightgage steel joist system capable of preventing partition wall from cracking Download PDFInfo
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- CN106401025A CN106401025A CN201610890891.1A CN201610890891A CN106401025A CN 106401025 A CN106401025 A CN 106401025A CN 201610890891 A CN201610890891 A CN 201610890891A CN 106401025 A CN106401025 A CN 106401025A
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- Prior art keywords
- draconis
- sky
- joist
- ground
- ground joist
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- 238000005192 partition Methods 0.000 title claims abstract description 33
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 14
- 239000010959 steel Substances 0.000 title claims abstract description 14
- 238000010276 construction Methods 0.000 title claims abstract description 12
- 238000005336 cracking Methods 0.000 title abstract description 12
- 238000004080 punching Methods 0.000 claims description 20
- 230000002265 prevention Effects 0.000 claims description 10
- 210000000988 bone and bone Anatomy 0.000 claims description 8
- 230000000694 effects Effects 0.000 abstract description 15
- 238000000034 method Methods 0.000 abstract description 11
- 229910052602 gypsum Inorganic materials 0.000 abstract 1
- 239000010440 gypsum Substances 0.000 abstract 1
- 238000006073 displacement reaction Methods 0.000 description 12
- 238000009434 installation Methods 0.000 description 10
- 238000010079 rubber tapping Methods 0.000 description 10
- 238000012937 correction Methods 0.000 description 5
- 230000003139 buffering effect Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 239000003365 glass fiber Substances 0.000 description 4
- 238000012986 modification Methods 0.000 description 4
- 230000004048 modification Effects 0.000 description 4
- 239000011505 plaster Substances 0.000 description 4
- 241001312741 Gekko swinhonis Species 0.000 description 3
- 238000003825 pressing Methods 0.000 description 3
- 239000013049 sediment Substances 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 239000013536 elastomeric material Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 208000031481 Pathologic Constriction Diseases 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000000872 buffer Substances 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 238000003672 processing method Methods 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- GOLXNESZZPUPJE-UHFFFAOYSA-N spiromesifen Chemical compound CC1=CC(C)=CC(C)=C1C(C(O1)=O)=C(OC(=O)CC(C)(C)C)C11CCCC1 GOLXNESZZPUPJE-UHFFFAOYSA-N 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 210000001215 vagina Anatomy 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
- E04B2/821—Connections between two opposed surfaces (i.e. floor and ceiling) by means of a device offering a restraining force acting in the plane of the partition
- E04B2/824—Connections between two opposed surfaces (i.e. floor and ceiling) by means of a device offering a restraining force acting in the plane of the partition restrained elastically at one surface and inelastically at the opposing surface
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Finishing Walls (AREA)
Abstract
The invention provides a construction method for a lightgage steel joist system capable of preventing a partition wall from cracking. For solving the problem that in a conventional joist system, in case of serious influence of self deformation and structural settlement, a whole partition wall cracks, so that the appearance requirement and the using function are influenced, by use of a new constraint method and change of the connection ways of joists and a structure, the whole joist has a certain activity space in the vertical direction, skin plates and a new joist system are convenient for being fixed, the skin plates are allowed to displace in the vertical direction, and the skin plates have a certain activity space in the vertical direction in the plane of the skin plates; when the building structure displaces or deforms, the skin plates can do limited unconstrained simple activity through vertically telescopic ceiling joists, longitudinal stress is relieved, and the cracking risk of a gypsum board wall, which is caused by building settlement and horizontal air pressure, is reduced; the cracking-preventing partition wall is simple, innovative and efficient; and rubber gaskets reserved for deformation cushioning do not need to be additionally arranged between the ceiling joists and the top wall of a building and between ground joists and the ground of the building.
Description
Technical field
The present invention relates to a kind of construction method of the lightgauge steel joist system of prevention cracks on partition walls.
Background technology
Traditional keel of partition wall system, using nailing, bolt, partition wall is integrally fastened on up-down structure, Os Draconis and partition wall it
Between the impact that consolidating settlement brings is alleviated using rubber blanket.This kind of constrained procedure, self-deformation and structure that rubber blanket is alleviated
Sedimentation is limited, and when rubber blanket loses activity after, partition wall easily deforms cracking, and then so that wallpaper with partition wall as basic unit,
There is craze and transfiguration in the surface layers such as ceramic tile, affect aesthetic and use function.
Content of the invention
It is an object of the invention to provide a kind of construction method of the lightgauge steel joist system of prevention cracks on partition walls, can prevent
Between cracks on partition walls, and sky Os Draconis and building roof, it is no longer necessary between ground joist and building ground to increase rubber blanket and buffers
Deformation is reserved.
For solving the above problems, the present invention provides a kind of construction method of the lightgauge steel joist system of prevention cracks on partition walls, bag
Include：
Building roof press can vertical telescopic sky Os Draconis width snap the line, and the width bullet pressing ground joist in building ground
Line, determines the position of sky Os Draconis and ground joist, determines the position of centre keel, punching Os Draconis and stull Os Draconis according to the size of skin plate
Put；
By described snap the line position place described ground joist and can vertical telescopic sky Os Draconis, by described ground joist and Gekko Swinhonis
Bone is fixed temporarily and is corrected horizontal level, the described ground joist of fixation and sky Os Draconis afterwards to be corrected；
Centre keel can the sky Os Draconis of vertical telescopic, ground joist be attached with described respectively；
Punching Os Draconis are extended vertically through each centre keel；
Size according to skin plate and the arrangement of quantity set stull Os Draconis, by stull Os Draconis and erect dragon according to described arrangement
Bone is attached.
Further, in the above-mentioned methods, the sky Os Draconis of vertical telescopic can include being fixed on cutting of building roof when described
Face is U-shaped sky Os Draconis A, and the section being sheathed in described sky Os Draconis A is U-shaped sky Os Draconis B, described sky Os Draconis A and sky Os Draconis B
When including the side of keel that Os Draconis roof is connected with described Os Draconis roof respectively,
Place described ground joist and sky Os Draconis by the position of described snap the line, fixed temporarily and correct horizontal level, treat
Ground joist and the position of sky Os Draconis is fixed after correction, including：
Place described ground joist, sky Os Draconis A by the position of described snap the line, fixed temporarily and correct horizontal level, treat
Ground joist, sky Os Draconis location A is fixed after correction；
Sky Os Draconis B is sheathed in day Os Draconis A, and fixes interim for sky Os Draconis B with sky Os Draconis A, described sky Os Draconis A and sky
It is separated by predeterminable range between the Os Draconis roof of Os Draconis B.
Further, in the above-mentioned methods, centre keel respectively and can the sky Os Draconis of vertical telescopic, ground joist be attached
Afterwards, also include：
After described centre keel installs, release the interim fixation of sky Os Draconis A and sky Os Draconis B.
Further, in the above-mentioned methods, centre keel respectively and can the sky Os Draconis of vertical telescopic, ground joist be carried out even
Connect, including：Centre keel is attached with sky Os Draconis B, ground joist respectively.
Further, in the above-mentioned methods, also include after punching Os Draconis being extended vertically through each centre keel：
Fixed using fastener in described punching Os Draconis and centre keel junction.
Compared with prior art, the present invention by being sunk by self-deformation and structure integrally for traditional grid system, partition wall
It is serious that impact is dropped, the features such as affect appearance requirement and use function of ftractureing, by using new constrained procedure, change Os Draconis and knot
, so that Os Draconis integrally have certain activity space in vertical direction, skin plate and new grid system are solid for the connected mode of structure
Fixed, Admissible displacement in vertical direction, and then make there is certain movable sky in skin plate vertical direction in its plane
Between, when building structure is subjected to displacement or itself deforms upon, skin plate can be by the sky Os Draconis of vertical telescopic carrying out itself
Limited no constraint freely-supported activity, alleviates longitudinal stress, the plaster board wall surface cracking that minimizing building settlement, horizontal blast cause
A kind of risk, there is provided the curtain wall structure of simple, innovation, efficiently pre- crack resistence, between sky Os Draconis and building roof, ground joist
Being no longer necessary to increase rubber blanket and building ground between, to do buffering deformation reserved.
Brief description
Fig. 1 is the sky Os Draconis A scheme of installation of one embodiment of the invention；
Fig. 2 is that the sky Os Draconis B and sky Os Draconis A of one embodiment of the invention fix schematic diagram temporarily；
Fig. 3 is the ground joist scheme of installation of one embodiment of the invention；
Fig. 4 is the centre keel structure chart of one embodiment of the invention；
Fig. 5 is the centre keel scheme of installation of one embodiment of the invention；
Fig. 6 is the punching keel installation schematic diagram of one embodiment of the invention；
Fig. 7 is the stull keel installation schematic diagram of one embodiment of the invention；
Fig. 8 is the skin plate scheme of installation of one embodiment of the invention；
Fig. 9 is that the skin plate of one embodiment of the invention installs tapping screw schematic diagram；
Figure 10 is the skin plate top scheme of installation of one embodiment of the invention；
Figure 11 is the skin plate bottom scheme of installation of one embodiment of the invention.
Specific embodiment
Understandable for enabling the above objects, features and advantages of the present invention to become apparent from, below in conjunction with the accompanying drawings and specifically real
The present invention is further detailed explanation to apply mode.
As shown in Fig. 1～11, the present invention relates to a kind of partition wall of pre- crack resistence, including：
Be directly fixed on building roof 1 can vertical telescopic sky Os Draconis；
It is directly fixed on the ground joist 3 of building ground 2；Specifically, as shown in figure 3, ground joist and building ground pass through spiral shell
Bolt 4 connects, and is not added with rubber blanket therebetween, and bolt 4 constant spacing takes 600mm, and first fixing point be about 100 from adjacent side wall～
150mm；
The centre keel 5 being connected with described sky Os Draconis and ground joist 3 respectively；Specifically, as shown in Figures 4 and 5, described centre keel
Upper end and described sky Os Draconis B pass through self-drilling connection, tapping screw is passed through with described ground joist in the lower end of described centre keel
Connect, depending on described centre keel spacing is according to partition wall panel size, no more than 400mm can be set, in practice of construction, for making partition wall
Panel stays seam, sets and is slightly larger than 403mm, behind centre keel position and vertical correction fixes it with sky ground joist, installs centre keel
Centre keel level and spacing should be verified by root；
Run through each centre keel 5 and the punching Os Draconis 6 vertical with each centre keel；Specifically, as shown in fig. 6, described punching is imperial
The concrete gear number of bone 6 depending on partition wall height, herein respectively centre keel 600mm, 1800mm, 3000mm, 4200mm height
On be respectively mounted 4 grades of punching Os Draconis, in order to prevent punching Os Draconis from rocking, the junction of described punching Os Draconis and centre keel is passed through
Fastener is fixed；
Connect the stull Os Draconis 7 between two adjacent centre keels 5, the position of described stull Os Draconis 7 and quantity and skin plate 8
Size is corresponding with quantity；Specifically, as shown in fig. 7, described stull Os Draconis are connected with centre keel by self-plugging rivet, particular location
Combine length and width and the typesetting of skin plate 8 with gear number depending on；
It is fixed on the skin plate 8 on described stull Os Draconis 7 and centre keel 5, close to described building roof 1 or building ground 2
Skin plate 8 and building roof 1 or building ground 2 between be spaced predeterminable range, to form gap, in described gap, be filled with bullet
Property material 9.Specifically, described skin plate and the lap of centre keel are not less than 15mm, as shown in figure 11, close to described building
Gap between the skin plate on ground and building ground is more than 10mm, as shown in Figure 10, close to the skin plate of described building roof
Gap and building roof between is more than 20mm～25mm, as shown in figure 9, described skin plate 8 passes through self threading pin or rifle nail 10 is solid
On described stull Os Draconis 7 and centre keel 6, described self threading pin or rifle follow closely 10 depth being absorbed in skin plate 0.5mm～1mm, cover
On panel periphery, the constant spacing of self threading pin or rifle nail is advisable with 200mm, the constant spacing of self threading pin or rifle nail in the middle of skin plate
It is advisable with 300mm, tapping screw or rifle nail are 10mm～15mm with the distance at skin plate edge, if a certain edge of skin plate is to cut
Cut edge, then described tapping screw or the distance on cut-out side described in rifle pitch of nails are 16mm～20mm.The present invention is directed to traditional Os Draconis system
System, partition wall are integrally affected seriously by self-deformation and structure sediment, and the features such as affect appearance requirement and use function of ftractureing is passed through
Using new constrained procedure, change the connected mode of Os Draconis and structure so that Os Draconis integrally exist in vertical direction necessarily lives
Dynamic space, skin plate and new grid system are fixed, Admissible displacement in vertical direction, and then make skin plate in its plane
Certain movable space is existed on vertical direction, when building structure is subjected to displacement or itself deforms upon, skin plate can lead to
Cross and the sky Os Draconis of vertical telescopic can carry out itself limited no constraint freely-supported activity, alleviate longitudinal stress, reduce building settlement, water
A kind of risk of plaster board wall surface that flat blast causes cracking, there is provided the partition wall knot of simple, innovation, efficiently pre- crack resistence
Structure, between sky Os Draconis and building roof, being no longer necessary to increase rubber blanket between ground joist and building ground, to do buffering deformation reserved.
Preferably, as illustrated in fig. 1 and 2, described can the sky Os Draconis of vertical telescopic to include being fixed on the section of building roof be U
The sky Os Draconis A of type, the section being sheathed in described sky Os Draconis A is U-shaped sky Os Draconis B, and described sky Os Draconis A and sky Os Draconis B is respectively
The side of keel being connected with described Os Draconis roof including Os Draconis roof, between described sky Os Draconis A and the Os Draconis roof of sky Os Draconis B
Separated by a distance, described skin plate is connected with sky Os Draconis B.Specifically, described sky Os Draconis A and sky Os Draconis B includes Os Draconis respectively
The side of keel that roof connection is connected with described Os Draconis roof, thus Formation cross-section is U-shaped sky Os Draconis A and sky Os Draconis B, Gekko Swinhonis
Bone A, sky Os Draconis B, all using U-shaped steel.Described sky Os Draconis A is directly connected to by nailing with building roof, and sky Os Draconis A is pushed up with building
It is not added with rubber blanket, nailing spacing can use 600mm, first fixing point is about 100～150mm from adjacent side wall between wall.My god
Os Draconis B is stuck on the downside of day Os Draconis A, and sky Os Draconis B and sky Os Draconis A fix temporarily, do not adopt other connected mode, for the side of installation
Just, using fixing temporarily, after centre keel installation, remove and fix temporarily, the Os Draconis top of described sky Os Draconis A and sky Os Draconis B
Spacing between wall can be 25mm, and the upper end of skin plate of nearly building roof and sky Os Draconis B are fixed by tapping screw, forbid cover
Panel and sky Os Draconis A produce any connection, thus it is empty to ensure that skin plate can have certain freely activity in vertical direction
Between, when building structure is subjected to displacement or itself deforms upon, partition wall can be alleviated by itself limited no constraint freely-supported activity
Longitudinal stress, reduces the risk of cracking, solves a difficult problem for partition wall strain cracking.
Preferably, as shown in Fig. 1 is to 3, described sky Os Draconis A, sky Os Draconis B and ground joist are all using U-shaped steel.
Preferably, the edge of described skin plate is formed with groove, and the gap being easy between the skin plate adjacent to two pieces is entered
Row filleting is processed.
Detailed, as shown in Fig. 1～11, the present invention provides a kind of applying of lightgauge steel joist system of above-mentioned prevention cracks on partition walls
Work method, including：
Building roof 1 press can vertical telescopic sky Os Draconis width snap the line, and the width pressing ground joist in building ground 2
Snap the line, determines sky Os Draconis and the position of ground joist 3, determines centre keel 5, punching Os Draconis 6 and stull dragon according to the size of skin plate 8
The position of bone 7；Specifically, snap the line requirement is clear, and position is accurate, in addition, pressing design requirement, in conjunction with the length and width stepping of skin plate,
To determine the position of centre keel, punching Os Draconis and stull Os Draconis；
By the position of described snap the line place described ground joist 3 and can vertical telescopic sky Os Draconis, by described ground joist and sky
Os Draconis are fixed temporarily and are corrected horizontal level, the described ground joist of fixation and sky Os Draconis afterwards to be corrected；
Centre keel 5 can the sky Os Draconis of vertical telescopic, ground joist 3 be attached with described respectively；Specifically, by centre keel
Be attached can the sky Os Draconis of vertical telescopic, ground joist respectively and by tapping screw；
Punching Os Draconis 6 are extended vertically through each centre keel 5；
Size according to skin plate 8 and the arrangement of quantity set stull Os Draconis 7, and erect stull Os Draconis according to described arrangement
Os Draconis are attached；Specifically, stull Os Draconis and centre keel can be connected by self-plugging rivet according to described arrangement.Specifically,
Subsequently described skin plate 8 can be fixed on described stull Os Draconis 7 and centre keel 5, between adjacent skin plate, leave gap, close
Between the skin plate of described building roof or building ground and building roof or building ground, interval predeterminable range is to form gap；
Specifically, as shown in figure 11, the skin plate 8 close to described building ground can be more than 10mm apart from building ground, it is to avoid directly with
Flooring contacts, and is filled using elastomeric material 9, as shown in Figure 10, close to the skin plate distance building roof of described building roof
20mm～25mm, is filled using elastomeric material 9；Filling elastic material 9 in described gap.Specifically, the present invention is directed to tradition
Grid system, partition wall are integrally affected seriously by self-deformation and structure sediment, and cracking affects appearance requirement and using spies such as functions
Point, by using new constrained procedure, changes the connected mode of Os Draconis and structure so that Os Draconis integrally exist in vertical direction
Certain activity space, skin plate and new grid system are fixed, Admissible displacement in vertical direction, and then make skin plate at it
Certain movable space, when building structure is subjected to displacement or itself deforms upon, cover are existed on vertical direction in plane
Plate can be alleviated longitudinal stress, reduce building by the sky Os Draconis of vertical telescopic carrying out itself limited no constraint freely-supported activity
The risk of the plaster board wall surface cracking that sedimentation, horizontal blast cause, there is provided a kind of simple, innovation, efficiently pre- crack resistence
Curtain wall structure, between sky Os Draconis and building roof, is no longer necessary between ground joist and building ground to increase rubber blanket and does buffering and become
Shape is reserved.
Preferably, when described can the sky Os Draconis of vertical telescopic to include being fixed on the section of building roof be U-shaped sky Os Draconis
A, the section being sheathed in described sky Os Draconis A is U-shaped sky Os Draconis B, and described sky Os Draconis A and sky Os Draconis B include Os Draconis top respectively
During the side of keel that wall is connected with described Os Draconis roof,
Place described ground joist and sky Os Draconis by the position of described snap the line, fixed temporarily and correct horizontal level, treat
Ground joist and the position of sky Os Draconis is fixed after correction, including：
Place described ground joist, sky Os Draconis A by the position of described snap the line, fixed temporarily and correct horizontal level, treat
Ground joist, sky Os Draconis location A is fixed after correction；
Sky Os Draconis B is sheathed in day Os Draconis A, and fixes interim for sky Os Draconis B with sky Os Draconis A, described sky Os Draconis A and sky
It is separated by predeterminable range it is preferred that being separated by between described sky Os Draconis A and the Os Draconis roof of sky Os Draconis B between the Os Draconis roof of Os Draconis B
Distance controlling is in 25mm.Specifically, pass through tapping screw near the upper end of skin plate of building roof and sky Os Draconis B solid
Calmly, skin plate and sky Os Draconis A is forbidden to produce any connection, thus ensureing that skin plate can have certain oneself in vertical direction
By activity space, when building structure is subjected to displacement or itself deforms upon, partition wall can pass through itself limited no constraint freely-supported
Activity, alleviates longitudinal stress, reduces the risk of cracking.
Preferably, centre keel is included can the sky Os Draconis of vertical telescopic, ground joist be attached after respectively and also：
After described centre keel installs, release the interim fixation of sky Os Draconis A and sky Os Draconis B.
Preferably, centre keel respectively and can the sky Os Draconis of vertical telescopic, ground joist be attached, including：By centre keel
It is attached with sky Os Draconis B, ground joist respectively.
Preferably, also include after punching Os Draconis being extended vertically through each centre keel：
Fixed using fastener in described punching Os Draconis and centre keel junction, to prevent punching Os Draconis from rocking.
Preferably, described skin plate is fixed on described stull Os Draconis and centre keel, including：
Start order from the side termination of partition wall and skin plate is installed, adjacent two pieces of skin plates are drawn close naturally, wherein, by cover
Plate is vertically laid, and long by described skin plate is fixed on centre keel in (when packing) seam, by the minor face of described skin plate
Seam is fixed on stull Os Draconis, sky Os Draconis B or ground joist, and between described skin plate, the fissure of displacement is installed；Preferably, described skin plate
The lap of long side seam and centre keel be not less than 15mm, the peace as shown in figure 8, Os Draconis both sides monolayer skin plate must be avoided the peak hour
Dress, inside and outside Os Draconis one side, two-layer skin plate must be installed the fissure of displacement.
Preferably, as shown in figure 9, the long side seam of described skin plate is fixed on centre keel, by described skin plate
Minor face seam is fixed on stull Os Draconis, sky Os Draconis B or ground joist, including：
When described skin plate 8 is installed, fixing to four side tapping screws of plate or rifle nail 10 from the middle part of plate, once beat
Enter, the depth being absorbed in skin plate 0.5mm～1mm followed closely by self threading pin or rifle, the constant spacing of self threading pin or rifle nail on skin plate periphery
Constant spacing for self threading pin in the middle of 200mm, skin plate or rifle nail is 300mm, the long side of tapping screw or rifle nail and skin plate
The distance of seam or minor face seam is 10mm～15mm, if skin plate a certain long when seam or minor face seam are cut-out, institute
The distance stating cut-out side described in tapping screw or rifle pitch of nails is 16mm～20mm.
Preferably, the minor face seam of described skin plate is fixed on stull Os Draconis, including：
When the minor face seam of described skin plate is not on described sky Os Draconis B or ground joist, described not in described Gekko Swinhonis
Minor face seam on bone B or ground joist adds stull Os Draconis, by the described not minor face seam on described sky Os Draconis B or ground joist
It is fixed on the stull Os Draconis of described interpolation.
Preferably, when the edge of described skin plate is formed with groove, described skin plate is fixed on described stull Os Draconis
After on centre keel, also include,
After surface dust in plate stitch between groove is removed totally, the glue solution of one 50% concentration of brush；Specifically, cover
When plate is installed, suitably stay seam (general 3～6mm) at plate stitch, groove is connected with groove；
With little scraper, putty is embedded on the glue solution in the plate stitch between groove, by embedding for plate stitch full embedding reality, by seam
Putty is scraped and is flushed to groove, after putty parches, checks whether have stricture of vagina to produce at filleting, produces and analyze reason during crack, weight
New filleting；
Scrape the thick putty of about 1mm at described groove, then on the thick putty of described 1mm, paste glass fibre belt, will be described
Paste glass fibre belt compacting to strike off；
When the thick putty of described 1mm starts solidification and is still in dampness, then scrape one on described stickup glass fibre belt
Road putty, glass fibre belt is imbedded in putty, and plate stitch is filled up strikes off.Specifically, the same flush joint of plate stitch processing method of inner corner trim.
The present invention is by integrally being affected seriously, to ftracture by self-deformation and structure sediment for traditional grid system, partition wall
The features such as affect appearance requirement and use function, by using new constrained procedure, changes the connected mode of Os Draconis and structure, makes
Obtain Os Draconis and integrally there is certain activity space in vertical direction, skin plate and new grid system are fixed, in vertical direction
Admissible displacement, and then make there is certain movable space, when building structure is sent out in skin plate vertical direction in its plane
Raw displacement or when itself deforming upon, skin plate can be by the sky Os Draconis of vertical telescopic carrying out itself limited no constraint freely-supported
Activity, alleviates longitudinal stress, the risk of the plaster board wall surface cracking that minimizing building settlement, horizontal blast cause, there is provided a kind of
Simply, the curtain wall structure of innovation, efficient pre- crack resistence, between sky Os Draconis and building roof, between ground joist and building ground
Being no longer necessary to increase rubber blanket, to do buffering deformation reserved.
In this specification, each embodiment is described by the way of going forward one by one, and what each embodiment stressed is and other
The difference of embodiment, between each embodiment identical similar portion mutually referring to.
Obviously, those skilled in the art can carry out the various changes and modification spirit without deviating from the present invention to invention
And scope.So, if these modifications of the present invention and modification belong to the claims in the present invention and its equivalent technologies scope it
Interior, then the present invention is also intended to including these changes and modification.
Claims (5)
1. a kind of construction method of the lightgauge steel joist system of prevention cracks on partition walls is it is characterised in that include：
Building roof press can vertical telescopic sky Os Draconis width snap the line, and press the width snap the line of ground joist in building ground,
Determine the position of sky Os Draconis and ground joist, determine the position of centre keel, punching Os Draconis and stull Os Draconis according to the size of skin plate；
By described snap the line position place described ground joist and can vertical telescopic sky Os Draconis, described ground joist and sky Os Draconis are entered
Row is temporarily fixing and corrects horizontal level, rear fixing described ground joist to be corrected and sky Os Draconis；
Centre keel can the sky Os Draconis of vertical telescopic, ground joist be attached with described respectively；
Punching Os Draconis are extended vertically through each centre keel；
Stull Os Draconis and centre keel are entered by the size according to skin plate and the arrangement of quantity set stull Os Draconis according to described arrangement
Row connects.
2. the construction method of the lightgauge steel joist system of prevention cracks on partition walls as claimed in claim 1 is it is characterised in that work as described
Can the sky Os Draconis of vertical telescopic to include being fixed on the section of building roof be U-shaped sky Os Draconis A, be sheathed in described sky Os Draconis A
Section be U-shaped sky Os Draconis B, described sky Os Draconis A and sky Os Draconis B is included Os Draconis roof respectively and is connected with described Os Draconis roof
Side of keel when,
Place described ground joist and sky Os Draconis by the position of described snap the line, fixed temporarily and correct horizontal level, to be corrected
Fix the position of ground joist and sky Os Draconis afterwards, including：
Place described ground joist, sky Os Draconis A by the position of described snap the line, fixed temporarily and correct horizontal level, to be corrected
Fix ground joist, sky Os Draconis location A afterwards；
Sky Os Draconis B is sheathed in day Os Draconis A, and fixes interim for sky Os Draconis B with sky Os Draconis A, described sky Os Draconis A and sky Os Draconis
It is separated by predeterminable range between the Os Draconis roof of B.
3. the construction method of the lightgauge steel joist system of prevention cracks on partition walls as claimed in claim 2 is it is characterised in that by perpendicular dragon
Bone includes can the sky Os Draconis of vertical telescopic, ground joist be attached after respectively and also：
After described centre keel installs, release the interim fixation of sky Os Draconis A and sky Os Draconis B.
4. the construction method of the lightgauge steel joist system of prevention cracks on partition walls as claimed in claim 2 is it is characterised in that by perpendicular dragon
Bone respectively and can the sky Os Draconis of vertical telescopic, ground joist be attached, including：Centre keel is entered with sky Os Draconis B, ground joist respectively
Row connects.
5. the construction method of the lightgauge steel joist system of prevention cracks on partition walls as claimed in claim 1 is it is characterised in that by punching
Os Draconis also include after extending vertically through each centre keel：
Fixed using fastener in described punching Os Draconis and centre keel junction.
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3122694A1 (en) * | 1981-06-06 | 1982-12-23 | Dietmar 5509 Thalfang Gruben | Ceiling connection profile for the sliding connection of wall and ceiling |
| WO2013059952A1 (en) * | 2011-10-27 | 2013-05-02 | Pontificia Universidad Católica De Chile | Partition wall dissipator |
| WO2013076663A2 (en) * | 2011-11-24 | 2013-05-30 | Faculdade De Ciências E Tecnologia Da Universidade Nova De Lisboa | Mobile interior space divider module |
| CN104294968A (en) * | 2014-10-14 | 2015-01-21 | 黄淮学院 | Method for producing cast-in-suit cement straw plate solid light energy-saving grouted wall |
| CN205421627U (en) * | 2016-03-07 | 2016-08-03 | 中国建筑第二工程局有限公司 | Fireproof sealing structure of partition wall and roofing junction |
-
2016
- 2016-10-12 CN CN201610890891.1A patent/CN106401025B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3122694A1 (en) * | 1981-06-06 | 1982-12-23 | Dietmar 5509 Thalfang Gruben | Ceiling connection profile for the sliding connection of wall and ceiling |
| WO2013059952A1 (en) * | 2011-10-27 | 2013-05-02 | Pontificia Universidad Católica De Chile | Partition wall dissipator |
| WO2013076663A2 (en) * | 2011-11-24 | 2013-05-30 | Faculdade De Ciências E Tecnologia Da Universidade Nova De Lisboa | Mobile interior space divider module |
| CN104294968A (en) * | 2014-10-14 | 2015-01-21 | 黄淮学院 | Method for producing cast-in-suit cement straw plate solid light energy-saving grouted wall |
| CN205421627U (en) * | 2016-03-07 | 2016-08-03 | 中国建筑第二工程局有限公司 | Fireproof sealing structure of partition wall and roofing junction |
Non-Patent Citations (2)
| Title |
|---|
| 刘斌，易锐，刘小斌，冀海玲: "《建筑装饰材料与施工技术》", 31 August 2014, 中南大学出版社 * |
| 郭爱云: "《建筑工程施工现场实用技术问答500例——施工员》", 31 May 2015, 机械工业出版社 * |
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