CN106567476A - Construction method for preventing partition cracking - Google Patents
Construction method for preventing partition cracking Download PDFInfo
- Publication number
- CN106567476A CN106567476A CN201610890703.5A CN201610890703A CN106567476A CN 106567476 A CN106567476 A CN 106567476A CN 201610890703 A CN201610890703 A CN 201610890703A CN 106567476 A CN106567476 A CN 106567476A
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- CN
- China
- Prior art keywords
- draconis
- day
- skin plate
- fixed
- centre keel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000005192 partition Methods 0.000 title claims abstract description 40
- 238000010276 construction Methods 0.000 title claims abstract description 19
- 238000005336 cracking Methods 0.000 title abstract description 10
- 238000006073 displacement reaction Methods 0.000 claims abstract description 16
- 238000004080 punching Methods 0.000 claims description 20
- 238000010079 rubber tapping Methods 0.000 claims description 16
- 239000003365 glass fiber Substances 0.000 claims description 12
- 239000003292 glue Substances 0.000 claims description 6
- 208000031481 Pathologic Constriction Diseases 0.000 claims description 3
- 239000000428 dust Substances 0.000 claims description 3
- 239000013013 elastic material Substances 0.000 claims description 3
- 238000007711 solidification Methods 0.000 claims description 3
- 230000008023 solidification Effects 0.000 claims description 3
- 210000001215 vagina Anatomy 0.000 claims description 3
- 238000011010 flushing procedure Methods 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 16
- 229910052602 gypsum Inorganic materials 0.000 abstract 1
- 239000010440 gypsum Substances 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 11
- 230000000694 effects Effects 0.000 description 9
- 210000000988 bone and bone Anatomy 0.000 description 7
- 230000003139 buffering effect Effects 0.000 description 5
- 238000012937 correction Methods 0.000 description 5
- 241001312741 Gekko swinhonis Species 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 238000012986 modification Methods 0.000 description 4
- 230000004048 modification Effects 0.000 description 4
- 239000011505 plaster Substances 0.000 description 3
- 239000013049 sediment Substances 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000013536 elastomeric material Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000006071 cream 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
- 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
- 230000008569 process Effects 0.000 description 1
- 238000003672 processing method Methods 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000002356 single layer Substances 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
- 239000004575 stone Substances 0.000 description 1
- 239000002344 surface layer Substances 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
-
- 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
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
-
- 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
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
- E04B2/7453—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention provides a construction method for preventing partition cracking. For solving the problems that a traditional keel system and a whole partition are severely affected by deformation and structural settlement of the traditional keel system and the whole partition, and appearance requirements and use functions are affected by cracks, a novel restraint method is adopted, and the connection way for keels and a structure is changed so that the whole keels can have a certain movable space in the vertical direction; and skin plates and a novel keel system are fixed, vertical displacement is allowed, the skin plates can have a certain movable space in the plane of the skin plates in the vertical direction accordingly, and when the building structure has displacement or deformation, the skin plates can make limited non-restraint simple support movement through the vertically telescopic top keel. In this way, the longitudinal stress is released, and the risk that a gypsum board wall cracks due to building settlement and horizontal wind pressure is reduced; the construction method is simple, innovative and efficient; and the rubber pads do not need to be additionally arranged in the space between the top keel and the top wall of a building, and the space between the bottom keel and the building ground for buffer deformation space reservation.
Description
Technical field
The present invention relates to a kind of construction method of pre- crack resistence partition wall.
Background technology
Traditional keel of partition wall system, is integrally fastened to partition wall on up-down structure using nailing, bolt, Os Draconis and partition wall it
Between using rubber blanket alleviating the impact that consolidating settlement brings.This kind of constrained procedure, self-deformation and structure that rubber blanket is alleviated
Sedimentation is limited, and after rubber blanket loses activity, 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.
The content of the invention
It is an object of the invention to provide a kind of construction method of pre- crack resistence partition wall, can prevent cracks on partition walls, and day
Increase rubber blanket is no longer needed to do buffering deformation between Os Draconis and building roof, between ground joist and building ground reserved.
To solve the above problems, the present invention provides a kind of construction method of pre- crack resistence partition wall, including：
Building roof by can vertical telescopic day Os Draconis width snap the line, and the width bullet that ground joist is pressed in building ground
Line, it is determined that the position of day 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 the position of the snap the line place the ground joist and can vertical telescopic day Os Draconis, by the ground joist and Gekko Swinhonis
Horizontal level, the rear fixed ground joist to be corrected and day Os Draconis are fixed and corrected to bone temporarily；
By centre keel respectively with it is described can the day Os Draconis of vertical telescopic, ground joist be attached；
Punching Os Draconis are extended vertically through into each centre keel；
According to size and the arrangement of quantity set stull Os Draconis of skin plate, arranged stull Os Draconis and perpendicular dragon according to described
Bone is attached；
The skin plate is fixed on the stull Os Draconis and centre keel, between adjacent skin plate, gap is left, is close to
It is spaced predeterminable range to form gap between the building roof or the skin plate and building roof or building ground of building ground；
The filling elastic material in the gap.
Further, in the above-mentioned methods, when it is described can the day Os Draconis of vertical telescopic include being fixed on cutting for building roof
Face is U-shaped day Os Draconis A, and the section being sheathed in the day Os Draconis A is U-shaped day Os Draconis B, the day Os Draconis A and day Os Draconis B
When including the side of keel that Os Draconis roof and the Os Draconis roof connect respectively,
The ground joist and day Os Draconis are placed by the position of the snap the line, is fixed and is corrected horizontal level temporarily, treat
The position of ground joist and day Os Draconis is fixed after correction, including：
The ground joist, day Os Draconis A are placed by the position of the snap the line, is fixed and is corrected horizontal level temporarily, treat
Ground joist, day Os Draconis location A are fixed after correction；
Day Os Draconis B is sheathed in day Os Draconis A, and is fixed Os Draconis B in day interim with day Os Draconis A, the day Os Draconis A and day
It is separated by predeterminable range between the Os Draconis roof of Os Draconis B.
Further, in the above-mentioned methods, by centre keel respectively and can the day Os Draconis of vertical telescopic, ground joist be attached
Afterwards, also include：
After the centre keel is installed, the interim fixation of day Os Draconis A and day Os Draconis B is released.
Further, in the above-mentioned methods, by centre keel respectively and can the day Os Draconis of vertical telescopic, ground joist connected
Connect, including：Centre keel is attached with day 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 the punching Os Draconis and centre keel junction.
Further, in the above-mentioned methods, the skin plate is fixed on the 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 the long side seam of the skin plate is fixed on centre keel, the minor face seam of the skin plate is fixed on
On stull Os Draconis, day Os Draconis B or ground joist, between the skin plate, the fissure of displacement is installed.
Further, in the above-mentioned methods, the long side seam of the skin plate is fixed on centre keel, by the cover
The minor face seam of plate is fixed on stull Os Draconis, day Os Draconis B or ground joist, including：
When installing the skin plate, the four side tapping screws or rifle nail from the middle part of plate to plate is fixed, and is once squeezed into, from
Attack nail or rifle nail is absorbed in the depth of skin plate 0.5mm～1mm, the constant spacing of self threading pin or rifle nail is on skin plate periphery
200mm, in the middle of skin plate, the constant spacing of self threading pin or rifle nail is 300mm, and tapping screw or rifle nail are connect with the long side of skin plate
The distance of seam or minor face seam is 10mm～15mm, if skin plate is a certain long when seam or minor face seam are cut-out, described
The distance that side is cut off described in tapping screw or rifle pitch of nails is 16mm～20mm.
Further, in the above-mentioned methods, the minor face seam of the skin plate is fixed on stull Os Draconis, including：
When the skin plate minor face seam not on the day Os Draconis B or ground joist when, described not in the Gekko Swinhonis
Minor face seam addition stull Os Draconis on bone B or ground joist, by the minor face seam not on the day Os Draconis B or ground joist
It is fixed on the stull Os Draconis of the addition.
Further, in the above-mentioned methods, when the edge of the skin plate is formed with groove, the skin plate is fixed
After on the stull Os Draconis and centre keel, also include,
After surface dust in plate stitch between groove is removed totally, the glue solution of one 50% concentration of brush；
With little scraper on the glue solution in the plate stitch between putty embedded groove, by plate stitch embedding full embedding reality, by seam
Whether putty is scraped to being flushed with groove, after putty is parched, check and have stricture of vagina to produce at filleting, analyze reason when producing crack, weight
New filleting；
The thick putty of about 1mm is scraped at the groove, then glass fibre belt is pasted on the thick putty of the 1mm, will be described
Paste glass fibre belt compacting to strike off；
When the thick putty of the 1mm starts solidification is still in dampness again, then one is scraped on the stickup glass fibre belt
Road putty, glass fibre belt is imbedded in putty, and plate stitch is filled up is struck off.
Further, in the above-mentioned methods, the long side seam of the skin plate is not less than with the lap of centre keel
15mm。
Compared with prior art, the present invention is by integrally receiving self-deformation and structure heavy for traditional grid system, partition wall
Dropping affects serious, the features such as affecting appearance requirement and use function of ftractureing, and by using new constrained procedure, changes Os Draconis and knot
The connected mode of structure so that Os Draconis integrally have certain activity space in vertical direction, skin plate and new grid system are solid
Determine, in vertical direction Admissible displacement, and then cause skin plate to there is certain movable sky in vertical direction in its plane
Between, when building structure is subjected to displacement or itself deforms upon, skin plate can by can the day Os Draconis of vertical telescopic carry out itself
Limited is movable without constraint freely-supported, alleviates longitudinal stress, the plaster board wall surface cracking that reduction building settlement, horizontal blast cause
Risk, there is provided a kind of simple, innovation, the curtain wall structure of efficient pre- crack resistence, between day Os Draconis and building roof, ground joist
And building ground between, increase rubber blanket is no longer needed to do buffering deformation reserved.
Description of the drawings
Fig. 1 is the day Os Draconis A scheme of installations of one embodiment of the invention；
Fig. 2 is that the day Os Draconis B of one embodiment of the invention and day Os Draconis A 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
It is understandable to enable the above objects, features and advantages of the present invention to become apparent from, it is below in conjunction with the accompanying drawings and concrete 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 day 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 4 constant spacing of bolt takes 600mm, first fixing point from adjacent side wall about 100～
150mm；
The centre keel 5 being connected with the day Os Draconis and ground joist 3 respectively；Specifically, as shown in Figures 4 and 5, the centre keel
Upper end and the day Os Draconis B by self-drilling connection, the lower end of the centre keel passes through tapping screw with the ground joist
Connection, depending on the centre keel spacing is according to partition wall panel size, can set no more than 400mm, in practice of construction, to make partition wall
Panel stays seam, setting which to be fixed with day ground joist behind centre keel position and vertical correction slightly larger than 403mm, installs centre keel
Centre keel level and spacing should be verified by root；
Through each centre keel 5 and the punching Os Draconis 6 vertical with each centre keel；Specifically, as shown in fig. 6, the 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 the punching Os Draconis and centre keel passes through
Fastener is fixed；
Connect the stull Os Draconis 7 between two adjacent centre keels 5, position and quantity and the skin plate 8 of the stull Os Draconis 7
Size is corresponding with quantity；Specifically, as shown in fig. 7, the stull Os Draconis are connected with centre keel by self-plugging rivet, particular location
Depending on length and width and the typesetting of skin plate 8 is combined with gear number；
Skin plate 8 on being fixed on the stull Os Draconis 7 and centre keel 5, is close to the 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, filled with bullet in the gap in
Property material 9.Specifically, the skin plate is not less than 15mm with the lap of centre keel, as shown in figure 11, is close to the building
Gap between the skin plate and building ground on ground is more than 10mm, as shown in Figure 10, is close to the skin plate of the building roof
It is more than 20mm～25mm with the gap between building roof, as shown in figure 9, the skin plate 8 passes through self threading pin or rifle nail 10 is solid
On the stull Os Draconis 7 and centre keel 6, the self threading pin or rifle follow closely 10 depth for 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 and the distance at skin plate edge are 10mm～15mm, if a certain edge of skin plate is to cut
Cut edge, the then distance that side is cut off described in the tapping screw or rifle pitch of nails are 16mm～20mm.The present invention is for traditional Os Draconis system
System, partition wall are integrally affected seriously by self-deformation and structure sediment, and the features such as affecting appearance requirement and use function of ftractureing passes through
Using new constrained procedure, change the connected mode of Os Draconis and structure so that Os Draconis are overall to have certain living in vertical direction
Dynamic space, skin plate and new grid system are fixed, in vertical direction Admissible displacement, and then so that skin plate is in its plane
There is certain movable space in vertical direction, when building structure is subjected to displacement or itself deforms upon, skin plate can lead to
Cross can the day Os Draconis of vertical telescopic carry out that itself is limited without constraint freely-supported activity, alleviate longitudinal stress, reduce building settlement, water
The risk of the plaster board wall surface cracking that flat blast causes, there is provided a kind of simple, innovation, the partition wall knot of efficient pre- crack resistence
Structure, no longer needs increase rubber blanket to do buffering deformation reserved between day Os Draconis and building roof, between ground joist and building ground.
Preferably, as illustrated in fig. 1 and 2, it is described can the day Os Draconis of vertical telescopic to include being fixed on the section of building roof be U
The day Os Draconis A of type, the section being sheathed in the day Os Draconis A are U-shaped day Os Draconis B, the day Os Draconis A and day Os Draconis B difference
Including Os Draconis roof and the side of keel of Os Draconis roof connection, between the day Os Draconis A and the Os Draconis roof of day Os Draconis B
Separated by a distance, the skin plate is connected with day Os Draconis B.Specifically, the day Os Draconis A and day Os Draconis B include Os Draconis respectively
The roof side of keel that is connected with the Os Draconis roof of connection, so as to Formation cross-section is U-shaped day Os Draconis A and day Os Draconis B, Gekko Swinhonis
Bone A, day Os Draconis B, using U-shaped steel.The day Os Draconis A is directly connected to by nailing with building roof, and day Os Draconis A is pushed up with building
Rubber blanket is not added between wall, nailing spacing can use 600mm, and first fixing point is about 100～150mm from adjacent side wall.My god
Os Draconis B is stuck on the downside of day Os Draconis A, and day Os Draconis B and day Os Draconis A are fixed temporarily, do not adopt other connected mode, for the side of installation
Just, using interim fixed, after centre keel installation, remove interim fixed, the Os Draconis top of the day Os Draconis A and day Os Draconis B
Spacing between wall can be 25mm, and the upper end of the skin plate of nearly building roof and day Os Draconis B are fixed by tapping screw, forbid cover
Panel and day Os Draconis A produce any connection, so as to ensure that it is empty 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 pass through itself limited, alleviation movable without constraint freely-supported
Longitudinal stress, reduces the risk of cracking, solves a difficult problem for partition wall strain cracking.
Preferably, as shown in Fig. 1 to 3, the day Os Draconis A, day Os Draconis B and ground joist adopt U-shaped steel.
Preferably, the edge of the skin plate is formed with groove, is easy to the gap between the skin plate adjacent to two pieces to enter
The process of row filleting.
Detailed, as shown in Fig. 1～11, the present invention provides a kind of construction method of above-mentioned pre- crack resistence partition wall, including：
Building roof 1 by can vertical telescopic day Os Draconis width snap the line, and the width that ground joist is pressed in building ground 2
Snap the line, it is determined that the position of day Os Draconis and 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, design requirement is pressed, with reference to 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 the snap the line place the ground joist 3 and can vertical telescopic day Os Draconis, by the ground joist and day
Horizontal level, the rear fixed ground joist to be corrected and day Os Draconis are fixed and corrected to Os Draconis temporarily；
By centre keel 5 respectively with it is described can the day Os Draconis of vertical telescopic, ground joist 3 be attached；Specifically, by centre keel
Respectively and can the day Os Draconis of vertical telescopic, ground joist be attached by tapping screw；
Punching Os Draconis 6 are extended vertically through into each centre keel 5；
According to the arrangement of the size and quantity set stull Os Draconis 7 of skin plate 8, according to the arrangement is by stull Os Draconis and erects
Os Draconis are attached；Specifically, stull Os Draconis and centre keel can be connected by self-plugging rivet according to the arrangement；
The skin plate 8 is fixed on the stull Os Draconis 7 and centre keel 5, gap is left between adjacent skin plate, is connect
It is spaced predeterminable range to form seam between the nearly building roof or the skin plate and building roof or building ground of building ground
Gap；Specifically, as shown in figure 11, the skin plate 8 for being close to the building ground can be more than 10mm apart from building ground, it is to avoid directly
Contact with flooring, filled using elastomeric material 9, as shown in Figure 10, be close to the skin plate distance building top of the building roof
Wall 20mm～25mm, is filled using elastomeric material 9；
The filling elastic material 9 in the gap.Specifically, the present invention is integrally received certainly for traditional grid system, partition wall
Body deforms affects serious with structure sediment, the features such as affecting appearance requirement and use function of ftractureing, by using new constraint side
Method, changes the connected mode of Os Draconis and structure so that Os Draconis integrally have certain activity space in vertical direction, skin plate and
New grid system is fixed, in vertical direction Admissible displacement, and then skin plate is present in vertical direction in its plane
Certain movable space, when building structure is subjected to displacement or itself deforms upon, skin plate can pass through can vertical telescopic
Its Os Draconis carries out itself limited, alleviation longitudinal stress movable without constraint freely-supported, the stone that reduction building settlement, horizontal blast cause
The risk of cream board wall face cracking, there is provided a kind of simple, innovation, the curtain wall structure of efficient pre- crack resistence, day Os Draconis and building
Increase rubber blanket is no longer needed to do buffering deformation between roof, between ground joist and building ground reserved.
Preferably, when it is described can the day Os Draconis of vertical telescopic to include being fixed on the section of building roof be U-shaped day Os Draconis
A, the section being sheathed in the day Os Draconis A are that U-shaped day Os Draconis B, the day Os Draconis A and day Os Draconis B include Os Draconis top respectively
During the side of keel of wall and Os Draconis roof connection,
The ground joist and day Os Draconis are placed by the position of the snap the line, is fixed and is corrected horizontal level temporarily, treat
The position of ground joist and day Os Draconis is fixed after correction, including：
The ground joist, day Os Draconis A are placed by the position of the snap the line, is fixed and is corrected horizontal level temporarily, treat
Ground joist, day Os Draconis location A are fixed after correction；
Day Os Draconis B is sheathed in day Os Draconis A, and is fixed Os Draconis B in day interim with day Os Draconis A, the day Os Draconis A and day
It is separated by predeterminable range between the Os Draconis roof of Os Draconis B, it is preferred that be separated by between the Os Draconis roof of the day Os Draconis A and day Os Draconis B
Distance controlling is in 25mm or so.Specifically, it is solid by tapping screw near the upper end of the skin plate for building roof and day Os Draconis B
Calmly, skin plate and day Os Draconis A is forbidden to produce any connection, so as to ensure that skin plate can have oneself certain in vertical direction
By activity space, when building structure is subjected to displacement or itself deforms upon, it is limited without constraint freely-supported that partition wall can pass through itself
Activity, alleviates longitudinal stress, reduces the risk of cracking.
Preferably, centre keel can be included respectively and also after the day Os Draconis of vertical telescopic, ground joist be attached：
After the centre keel is installed, the interim fixation of day Os Draconis A and day Os Draconis B is released.
Preferably, by centre keel respectively and can the day Os Draconis of vertical telescopic, ground joist be attached, including：By centre keel
It is attached with day Os Draconis B, ground joist respectively.
Preferably, also include after punching Os Draconis being extended vertically through each centre keel：
Fixed using fastener in the punching Os Draconis and centre keel junction, to prevent punching Os Draconis from rocking.
Preferably, the skin plate is fixed on the 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 the skin plate is fixed on centre keel in (when packing) seam, by the minor face of the skin plate
Seam is fixed on stull Os Draconis, day Os Draconis B or ground joist, and between the skin plate, the fissure of displacement is installed；Preferably, the 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, the unilateral inside and outside two-layer skin plate of Os Draconis must fissure of displacement installation.
Preferably, as shown in figure 9, the long side seam of the skin plate is fixed on centre keel, by the skin plate
Minor face seam is fixed on stull Os Draconis, day Os Draconis B or ground joist, including：
When installing the skin plate 8, the four side tapping screws or rifle nail 10 from the middle part of plate to plate is fixed, and is once beaten
Enter, self threading pin or rifle follow closely the depth for being absorbed in skin plate 0.5mm～1mm, the constant spacing of self threading pin or rifle nail on skin plate periphery
For 200mm, in the middle of skin plate, the constant spacing of self threading pin or rifle nail is the long side of 300mm, tapping screw or rifle nail and skin plate
The distance of seam or minor face seam is 10mm～15mm, if skin plate is a certain long when seam or minor face seam are cut-out, institute
The distance for stating cut-out side described in tapping screw or rifle pitch of nails is 16mm～20mm.
Preferably, the minor face seam of the skin plate is fixed on stull Os Draconis, including：
When the skin plate minor face seam not on the day Os Draconis B or ground joist when, described not in the Gekko Swinhonis
Minor face seam addition stull Os Draconis on bone B or ground joist, by the minor face seam not on the day Os Draconis B or ground joist
It is fixed on the stull Os Draconis of the addition.
Preferably, when the edge of the skin plate is formed with groove, the skin plate is fixed on into the 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, seam (general 3～6mm) at plate stitch, is suitably stayed, groove is connected with groove；
With little scraper on the glue solution in the plate stitch between putty embedded groove, by plate stitch embedding full embedding reality, by seam
Whether putty is scraped to being flushed with groove, after putty is parched, check and have stricture of vagina to produce at filleting, analyze reason when producing crack, weight
New filleting；
The thick putty of about 1mm is scraped at the groove, then glass fibre belt is pasted on the thick putty of the 1mm, will be described
Paste glass fibre belt compacting to strike off；
When the thick putty of the 1mm starts solidification is still in dampness again, then one is scraped on the stickup glass fibre belt
Road putty, glass fibre belt is imbedded in putty, and plate stitch is filled up is struck 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 affecting 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 cause skin plate to there is certain movable space in vertical direction in its plane, when building structure is sent out
Raw displacement or when itself deforming upon, skin plate can pass through can the day Os Draconis of vertical telescopic to carry out itself limited without constraining freely-supported
Activity, alleviates longitudinal stress, reduces building settlement, the risk of the plaster board wall surface cracking that horizontal blast causes, there is provided a kind of
Simply, innovation, the curtain wall structure of efficient pre- crack resistence, between day Os Draconis and building roof, between ground joist and building ground
Increase rubber blanket is no longer needed to do buffering deformation reserved.
In this specification, each embodiment is described by the way of progressive, and what each embodiment was 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 spirit of various changes and modification 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 including these changes and modification.
Claims (10)
1. a kind of construction method of pre- crack resistence partition wall, it is characterised in that include：
Building roof by can vertical telescopic day Os Draconis width snap the line, and the width snap the line of ground joist is pressed in building ground,
It is determined that the position of day 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；
By the position of the snap the line place the ground joist and can vertical telescopic day Os Draconis, the ground joist and day Os Draconis are entered
Go interim fixed and correct horizontal level, the rear fixed ground joist to be corrected and day Os Draconis；
By centre keel respectively with it is described can the day Os Draconis of vertical telescopic, ground joist be attached；
Punching Os Draconis are extended vertically through into each centre keel；
According to size and the arrangement of quantity set stull Os Draconis of skin plate, stull Os Draconis and centre keel are entered according to the arrangement
Row connection；
The skin plate is fixed on the stull Os Draconis and centre keel, between adjacent skin plate, gap is left, is close to described
It is spaced predeterminable range to form gap between building roof or the skin plate and building roof or building ground of building ground；
The filling elastic material in the gap.
2. the construction method of pre- crack resistence partition wall as claimed in claim 1, it is characterised in that when it is described can vertical telescopic day
Os Draconis include that the section for being fixed on building roof is U-shaped day Os Draconis A, and the section being sheathed in the day Os Draconis A is U-shaped day
When Os Draconis B, the day Os Draconis A and day Os Draconis B include the side of keel that Os Draconis roof and the Os Draconis roof connect respectively,
The ground joist and day Os Draconis are placed by the position of the snap the line, horizontal level is fixed and corrected temporarily, it is to be corrected
The position of ground joist and day Os Draconis is fixed afterwards, including：
The ground joist, day Os Draconis A are placed by the position of the snap the line, horizontal level is fixed and corrected temporarily, it is to be corrected
Ground joist, day Os Draconis location A are fixed afterwards；
Day Os Draconis B is sheathed in day Os Draconis A, and is fixed Os Draconis B in day interim with day Os Draconis A, the day Os Draconis A and day Os Draconis
It is separated by predeterminable range between the Os Draconis roof of B.
3. the construction method of pre- crack resistence partition wall as claimed in claim 2, it is characterised in that by centre keel respectively and can be vertical
After flexible day Os Draconis, ground joist are attached, also include：
After the centre keel is installed, the interim fixation of day Os Draconis A and day Os Draconis B is released.
4. the construction method of pre- crack resistence partition wall as claimed in claim 2, it is characterised in that by centre keel respectively and can be vertical
Flexible day Os Draconis, ground joist are attached, including：Centre keel is attached with day Os Draconis B, ground joist respectively.
5. the construction method of pre- crack resistence partition wall as claimed in claim 1, it is characterised in that punching Os Draconis are extended vertically through respectively
Also include after centre keel：
Fixed using fastener in the punching Os Draconis and centre keel junction.
6. the construction method of pre- crack resistence partition wall as claimed in claim 1, it is characterised in that the skin plate is fixed on into institute
State on 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, skin plate is erected
To laying, the long side seam of the skin plate is fixed on centre keel, the minor face seam of the skin plate is fixed on into stull
On Os Draconis, day Os Draconis B or ground joist, between the skin plate, the fissure of displacement is installed.
7. the construction method of pre- crack resistence partition wall as claimed in claim 6, it is characterised in that the long side of the skin plate is connect
Seam is fixed on centre keel, and the minor face seam of the skin plate is fixed on stull Os Draconis, day Os Draconis B or ground joist, including：
When installing the skin plate, the four side tapping screws or rifle nail from the middle part of plate to plate is fixed, and is once squeezed into, self threading pin
Or rifle nail is absorbed in the depth of skin plate 0.5mm～1mm, on skin plate periphery, the constant spacing of self threading pin or rifle nail is 200mm, is covered
In the middle of panel, the constant spacing of self threading pin or rifle nail is the long side seam or minor face of 300mm, tapping screw or rifle nail and skin plate
The distance of seam is 10mm～15mm, if skin plate is a certain long when seam or minor face seam are cut-out, the tapping screw
Or the distance on cut-out side is 16mm～20mm described in rifle pitch of nails.
8. the construction method of pre- crack resistence partition wall as claimed in claim 6, it is characterised in that the minor face of the skin plate is connect
Seam is fixed on stull Os Draconis, including：
When the skin plate minor face seam not on the day Os Draconis B or ground joist when, it is described not in the day Os Draconis B or
Minor face seam addition stull Os Draconis on ground joist, the minor face seam not on the day Os Draconis B or ground joist is fixed
On the stull Os Draconis of the addition.
9. the construction method of pre- crack resistence partition wall as claimed in claim 1, it is characterised in that when the edge shape of the skin plate
When having groove, after the skin plate is fixed on the stull Os Draconis and centre keel, also include,
After surface dust in plate stitch between groove is removed totally, the glue solution of one 50% concentration of brush；
With little scraper on the glue solution in the plate stitch between putty embedded groove, by plate stitch embedding full embedding reality, by joint putty
Scrape to flushing with groove, after putty is parched, check and whether have stricture of vagina to produce at filleting, when producing crack, analyze reason, it is again embedding
Seam；
The thick putty of about 1mm is scraped at the groove, then glass fibre belt is pasted on the thick putty of the 1mm, by the stickup
Glass fibre belt compacting strikes off；
When the thick putty of the 1mm starts solidification is still in dampness again, then scrape greasy together on the stickup glass fibre belt
Son, glass fibre belt is imbedded in putty, and plate stitch is filled up is struck off.
10. the construction method of pre- crack resistence partition wall as claimed in claim 6, it is characterised in that the long side of the skin plate connects
Seam is not less than 15mm with the lap of centre keel.
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661209A (en) * | 2018-06-07 | 2018-10-16 | 中建局集团建设发展有限公司 | A kind of movable column grout wall, connection structure and its construction method |
| CN109403513A (en) * | 2018-11-16 | 2019-03-01 | 上海市建筑装饰工程集团有限公司 | A kind of super-silent sound insulating construction system and method |
| CN109403514A (en) * | 2018-11-16 | 2019-03-01 | 上海市建筑装饰工程集团有限公司 | A kind of sound insulating construction system and method with anti-seismic performance |
| CN109403515A (en) * | 2018-11-16 | 2019-03-01 | 上海市建筑装饰工程集团有限公司 | A kind of sound insulating construction system and method for non-load bearing partition |
| US11408168B2 (en) * | 2021-01-11 | 2022-08-09 | Pillar Patent Holdings Llc | Waterproofing and safety-increasing prefabricated building framing system and method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101070713A (en) * | 2006-05-08 | 2007-11-14 | 冯刚克 | Environment-protection energy-saving ventilating air-conditioning sound-insulating novel building and construction method |
| CN203795662U (en) * | 2014-04-28 | 2014-08-27 | 贵州建工集团第三建筑工程有限责任公司 | Oversized fiber-reinforced silicate board firewall |
| EP2816167A1 (en) * | 2013-06-19 | 2014-12-24 | Unda Maris Holding N.V. | Wall element |
| US20150082726A1 (en) * | 2009-05-14 | 2015-03-26 | DeZaio Productions, Inc. | Temporary, non-load bearing wall assembly |
| CN205296489U (en) * | 2015-12-29 | 2016-06-08 | 中国建筑第六工程局有限公司 | Superelevation light gauge steel fire compartment wall construction structures |
| 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 CN201610890703.5A patent/CN106567476B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101070713A (en) * | 2006-05-08 | 2007-11-14 | 冯刚克 | Environment-protection energy-saving ventilating air-conditioning sound-insulating novel building and construction method |
| US20150082726A1 (en) * | 2009-05-14 | 2015-03-26 | DeZaio Productions, Inc. | Temporary, non-load bearing wall assembly |
| EP2816167A1 (en) * | 2013-06-19 | 2014-12-24 | Unda Maris Holding N.V. | Wall element |
| CN203795662U (en) * | 2014-04-28 | 2014-08-27 | 贵州建工集团第三建筑工程有限责任公司 | Oversized fiber-reinforced silicate board firewall |
| CN205296489U (en) * | 2015-12-29 | 2016-06-08 | 中国建筑第六工程局有限公司 | Superelevation light gauge steel fire compartment wall construction structures |
| 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 * |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661209A (en) * | 2018-06-07 | 2018-10-16 | 中建局集团建设发展有限公司 | A kind of movable column grout wall, connection structure and its construction method |
| CN108661209B (en) * | 2018-06-07 | 2023-08-22 | 中建一局集团建设发展有限公司 | Movable upright post grouting wall, connecting structure and construction method thereof |
| CN109403513A (en) * | 2018-11-16 | 2019-03-01 | 上海市建筑装饰工程集团有限公司 | A kind of super-silent sound insulating construction system and method |
| CN109403514A (en) * | 2018-11-16 | 2019-03-01 | 上海市建筑装饰工程集团有限公司 | A kind of sound insulating construction system and method with anti-seismic performance |
| CN109403515A (en) * | 2018-11-16 | 2019-03-01 | 上海市建筑装饰工程集团有限公司 | A kind of sound insulating construction system and method for non-load bearing partition |
| US11408168B2 (en) * | 2021-01-11 | 2022-08-09 | Pillar Patent Holdings Llc | Waterproofing and safety-increasing prefabricated building framing system and method |
| US20220333373A1 (en) * | 2021-01-11 | 2022-10-20 | Pillar Patent Holdings Llc | Waterproofing and safety-increasing prefabricated building framing system and method |
| US11866933B2 (en) * | 2021-01-11 | 2024-01-09 | Plllar Patent Holdings Llc | Waterproofing and safety-increasing prefabricated building framing system and method |
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