CN107514075A - Waveform list steel plate wall system and its construction method - Google Patents
Waveform list steel plate wall system and its construction method Download PDFInfo
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- CN107514075A CN107514075A CN201710635925.7A CN201710635925A CN107514075A CN 107514075 A CN107514075 A CN 107514075A CN 201710635925 A CN201710635925 A CN 201710635925A CN 107514075 A CN107514075 A CN 107514075A
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- proof plate
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 144
- 239000010959 steel Substances 0.000 title claims abstract description 144
- 238000010276 construction Methods 0.000 title claims abstract description 28
- 239000003351 stiffener Substances 0.000 claims abstract description 46
- 230000002265 prevention Effects 0.000 claims abstract description 20
- 238000009434 installation Methods 0.000 claims abstract description 16
- 238000010079 rubber tapping Methods 0.000 claims description 16
- 238000003466 welding Methods 0.000 claims description 12
- 238000009413 insulation Methods 0.000 claims description 8
- 230000035515 penetration Effects 0.000 claims description 5
- 238000005452 bending Methods 0.000 claims description 4
- 238000000034 method Methods 0.000 claims description 4
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 230000008569 process Effects 0.000 claims description 3
- 238000007493 shaping process Methods 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 2
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 230000000694 effects Effects 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 2
- 239000011490 mineral wool Substances 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 210000004209 hair Anatomy 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/88—Insulating elements for both heat and sound
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/94—Protection against other undesired influences or dangers against fire
-
- 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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
Abstract
The invention discloses waveform list steel plate wall system and its construction method, the system, which includes structure division, built-in part and fire prevention part, structure division, includes corrugated sheet steel and side column, and the both sides of corrugated sheet steel are welded with ribbed stiffener and the edge of a wing；Built-in part includes pipeline and switch enclosure, and pipeline is connected with switch enclosure；Fire prevention part includes the first fire-proof plate and the second fire-proof plate, and the first fire-proof plate is fixedly connected with ribbed stiffener, and the side of side column is welded with square tube, and the first fire-proof plate and the second fire-proof plate are fixedly connected with square tube respectively.The construction method includes：(a) plant site makes structure division；(b) built-in part is installed；(c) installation fire prevention part；(d) waveform list steel plate shear force wall system carries out field joint installation as lifting section.The present invention can improve bearing capacity, have the characteristics of anti-seismic performance is good, dead load is light, speed of application is fast, and can set pipeline arrangement and fire prevention measure simultaneously, realize the harmony of structure and building.
Description
Technical field
The invention belongs to building structure technology field, and in particular to waveform list steel plate wall system and its construction method.
Background technology
Designing Structures of High Rising Buildings difficult point is to control sidesway, and the anti-side that wall body construction can significantly improve structure is firm
Degree, thus the extensive use in skyscraper.
Steel plate shear force wall has preferable shear stiffness, has preferable application prospect in nigh-level synthesis.But
Plain plate resistance to compression stability bearing capacity is relatively low, can not typically bear vertical load；And need to ensure steel to reach preferable shear stiffness
Plate stability, by increasing thickness of slab and setting the stability bearing capacity of the measures such as ribbed stiffener, outer patch precast slab raising steel plate；
Current relevant document, which mentions laterally disposed corrugated sheet steel, can effectively improve the shear-carrying capacity of steel plate, but still can not undertake
Vertical load；Separately have at present and mentioned in document to solve the steel plate combined shear wall that the deficiency of existing steel plate shear force wall proposes,
The bearing capacity of shear wall is improved, but related architectural construction processing is still not ideal, and pipeline arrangement and fire prevention measure can not be same
When be arranged in existing steel plate shear force wall.
The content of the invention
Present invention aims at solve prior art present in above-mentioned technical problem, there is provided waveform list steel plate wall system and
Its construction method, bearing capacity can be improved, there is the characteristics of anti-seismic performance is good, dead load is light, speed of application is fast, and can be by pipe
Line is arranged and fire prevention measure is set simultaneously, realizes the harmony of structure and building.
In order to solve the above-mentioned technical problem, the present invention adopts the following technical scheme that：
Waveform list steel plate shear force wall system, it is characterised in that：Including structure division, built-in part and fire prevention part, structure
Part includes corrugated sheet steel and side column, and corrugated sheet steel is vertically placed, and side column is respectively welded in the both ends of corrugated sheet steel, corrugated sheet steel
Both sides be welded with ribbed stiffener, ribbed stiffener is welded and fixed with side column, and the both sides of corrugated sheet steel are welded with the edge of a wing, and the edge of a wing is set
In floor beam elevation location, top flange and lower flange are broadly divided into, bearing is shelved in wherein top flange as floor；Built-in part
Including pipeline and switch enclosure, for pipeline in the cavity between corrugated sheet steel and ribbed stiffener, switch enclosure is located at the side of ribbed stiffener,
Pipeline is connected with switch enclosure；Fire prevention part includes the first fire-proof plate and the second fire-proof plate, and the first fire-proof plate is fixed with ribbed stiffener to be connected
Connect, the side of side column is welded with square tube, and the first fire-proof plate and the second fire-proof plate are fixedly connected with square tube respectively.The waveform list steel plate
Shearing wall system can improve bearing capacity, have the characteristics of anti-seismic performance is good, dead load is light, speed of application is fast, and can be by pipe
Line is arranged and fire prevention measure is set simultaneously, realizes the harmony of structure and building.
Further, side column uses clod wash rectangular tube, and it is a kind of economy, section light thin wall steel, can saving steel.
Further, concrete is provided with side column, can be divided into according to actual demands of engineering in side column and fill concrete with not filling mixed
Two kinds of situations of solidifying soil.
Further, ribbed stiffener uses angle steel or channel-section steel, is easy to ribbed stiffener to be welded and fixed with corrugated sheet steel, side column.
Further, the setting between adjacent two pieces of ribbed stiffeners is apart from identical so that the lateral stability bearing capacity of corrugated sheet steel
It is evenly distributed.
Further, between the first fire-proof plate and ribbed stiffener, between the first fire-proof plate and square tube, the second fire-proof plate and square tube it
Between be equipped with tapping screw, realize and be fixedly connected between the first fire-proof plate and ribbed stiffener, it is fixed between the first fire-proof plate and square tube
Connection, is fixedly connected between the second fire-proof plate and square tube, by the first fire-proof plate and the second fire-proof plate package structure part.
Further, heat-insulation layer is provided between the first fire-proof plate and corrugated sheet steel, heat-insulation layer uses rock wool, has sound insulation and guarantor
The effect of temperature.
The construction method of waveform list steel plate shear force wall system, it is characterised in that comprise the following steps：
(a) plant site makes structure division：First the pitch of waves to corrugated sheet steel and wave height are designed determination, while to ripple
The height of shape steel plate is determined, then in workshop using hydraulic bending press by raw steel entirety cold moudling, then in ripple
The side of shape steel plate pulls out two normal lines, then the corrugated of corrugated sheet steel is proofreaded one by one, and is drawn at the out-of-flatness of corrugated
Line, then the corrugated of out-of-flatness is flattened one by one, then the corrugated sheet steel after shaping and side column are carried out certainly on welding production line
Dynamic welding, ribbed stiffener and the edge of a wing are then welded in the both sides of corrugated sheet steel according to design drawing, complete structure division；
(b) built-in part is installed：The side that bar is put into corrugated sheet steel from top to bottom is first directed to, then at the end of guide rod
The horizontal fixed accessory plate in portion, is further continued for being directed to bar being put into from top to bottom, and accessory plate is extend under switch enclosure set location
Side, is then vertically shuttled pipeline along guide rod, when pipeline shuttle is arrived into height identical with switch enclosure set location, to
On lift guide rod, the top surface of accessory plate is touched to the end of pipeline, then stops guide rod and moves up, then persistently penetrate
Pipeline, pipeline carries out horizontal shuttle along accessory plate, is then connected pipeline with switch enclosure, then removes accessory plate, and removes and lead
To bar；
(c) installation fire prevention part：First by the lateral surface and side column of square tube in the side of side column welding square tube, welding process
Lateral surface be flush, then along corrugated sheet steel length direction, measure the distance between two square tube sides L1, reselection with
L1The first isometric fire-proof plate, and being slotted to one of first fire-proof plate, slotting position and size according to switch enclosure come
It is determined that being then close to two piece of first fire-proof plate with side column respectively, then the first fire-proof plate is fixed with ribbed stiffener, then will
First fire-proof plate is fixed with square tube, is then embedded to switch enclosure in the groove that the first fire-proof plate opens up, further along waveform steel
Plate length direction, measure the distance between two piece of first fire-proof plate side L2, reselection and L2The second isometric fire-proof plate, then
Two piece of second fire-proof plate is close to the first fire-proof plate respectively, then the second fire-proof plate is fixed with square tube；
(d) waveform list steel plate shear force wall system carries out field joint installation as lifting section：First setting-out is carried out on the ground,
Waveform list steel plate shear force wall system is hung onto at the setting-out on ground using hanging apparatus again, as first lifting section, then
Supporting construction is set at the sideline of setting-out, supporting construction support waveform list steel plate shear force wall system, saved as first lifting
Dividing plate, then the waveform list steel plate shear force wall system by second lifting section are pre-set at the top of waveform list steel plate shear force wall system
Hang onto on dividing plate, then welded dividing plate and second lifting section, then supporting construction is removed.
Further, in step (c), the first fire-proof plate and the second fire-proof plate are entered when being fixed with square tube using tapping screw
Row is fixed, and first squeezes into the 3/4 of tapping screw total length, observes the damaged degree of the first fire-proof plate and the second fire-proof plate, according to the
The situation of one fire-proof plate and the second fire-proof plate, adjust the rate of penetration of tapping screw.Tapping screw is fixed to be divided into and carried out twice
Drilling, the rate of penetration of tapping screw is effectively controlled, prevents the first fire-proof plate and the second fire-proof plate from disrepair phenomenon occur.
The present invention is by adopting the above-described technical solution, have the advantages that：
The present invention is in work progress, when plant site makes structure division, the strict pitch of waves for controlling corrugated sheet steel and
Wave height, and being proofreaded one by one to corrugated so that corrugated sheet steel can fully contact with ribbed stiffener, the edge of a wing, increase corrugated sheet steel with
Fixed fastness between ribbed stiffener, increases fastness fixed between corrugated sheet steel and the edge of a wing, improves the face of corrugated sheet steel
Outer stability bearing capacity performance, and then the bearing capacity of entirety can be improved, with anti-seismic performance is good, dead load is light, speed of application is fast
The characteristics of.
When installing built-in part, guide effect is carried out using shuttle vertical to pipeline of guide rod, pipeline is vertically shuttled
In cavity between corrugated sheet steel and ribbed stiffener, guiding work is carried out using shuttle horizontal to pipeline of horizontally disposed accessory plate
With, pipeline is vertically arranged when arriving switch enclosure height, is shuttled along level, realizes that pipeline is connected with switch enclosure, pipeline is easy for installation,
Safety.
When part is prevented fires in installation, the first fire-proof plate is fixedly connected with ribbed stiffener, then the first fire-proof plate and second are prevented
Square tube of the fiery plate respectively with side column side is fixedly connected, and the fire prevention of steel construction is wrapped up using the first fire-proof plate and the second fire-proof plate,
Prefabricated construction is realized, speed of application is very fast, and outer surface is smooth.
When waveform list steel plate shear force wall system carries out field joint installation as lifting section, using supporting construction as auxiliary
Effect is helped, the waveform list steel plate shear force wall system of longitudinal direction can be kept at same plane, while prevent waveform list steel plate shear force wall
System is slid, and the corrugated sheet steel in the present invention is vertically placed, and can bear vertical load, changes the single steel plate shear force wall of tradition
The situation of vertical load can not be born, while is welded between longitudinally disposed waveform list steel plate shear force wall system by dividing plate
It is fixed, realize that field joint is installed, installation rate is fast, reduces labour, reduces construction cost.
Summary, the present invention are made by workshop, and the waveform list steel plate shear force wall system of three floor heights is existing as a lifting section
Abutting joint, speed of application is fast, and can arrange pipeline and fire prevention measure be set simultaneously, realize structure with it is building and
Humorous unification.
Brief description of the drawings
The invention will be further described below in conjunction with the accompanying drawings：
Fig. 1 is the structural representation of waveform list steel plate shear force wall system of the present invention；
Fig. 2 is the structural representation of structure division in the present invention；
Fig. 3 is the structural representation that structure division is combined with built-in part in the present invention；
Fig. 4 is the structural representation on the edge of a wing in the present invention；
Fig. 5 is the structural representation that structure division is vertical in the present invention.
In figure, 1- corrugated sheet steels；2- side columns；3- ribbed stiffeners；The 4- edges of a wing；5- concrete；6- switch enclosures；7- pipelines；8- is certainly
Attack screw；The fire-proof plates of 9- first；10- square tubes；11- heat-insulation layers；The fire-proof plates of 12- second.
Embodiment
As shown in Figures 1 to 5, for the present invention in waveform list steel plate shear force wall system, including structure division, built-in part and
Prevent fires part.Structure division includes corrugated sheet steel 1 and side column 2, and corrugated sheet steel 1 is vertically placed, and side column 2 is respectively welded in waveform steel
The both ends of plate 1.The pitch of waves and wave height of corrugated sheet steel 1 are determined by design, in workshop by hydraulic bending press cold moudling.Side column 2 is adopted
With clod wash rectangular tube, it is a kind of economy, section light thin wall steel, can saving steel.Concrete 5 is provided with side column 2, can root
It is divided into according to actual demands of engineering in side column 2 and fills concrete 5 and do not fill 5 two kinds of situations of concrete.Weld the both sides of corrugated sheet steel 1
There is ribbed stiffener 3, ribbed stiffener 3 is welded and fixed with side column 2.Ribbed stiffener 3 uses angle steel or channel-section steel, is easy to ribbed stiffener 3 and corrugated sheet steel
1st, side column 2 is welded and fixed.Setting between adjacent two pieces of ribbed stiffeners 3 is apart from identical so that the lateral stability of corrugated sheet steel 1
Bearing capacity is evenly distributed.The both sides of corrugated sheet steel 1 are welded with the edge of a wing 4, and the edge of a wing 4 is irregular steel plate, and it is arranged on floor beam
Elevation location, the edge of a wing 4 is divided shelves bearing for top flange and lower flange, wherein top flange as floor.
Built-in part includes pipeline 7 and switch enclosure 6, and pipeline 7 is opened in the cavity between corrugated sheet steel 1 and ribbed stiffener 3
The side that box 6 is located at ribbed stiffener 3 is closed, pipeline 7 is connected with switch enclosure 6.In work progress, by pipeline 7 by corrugated sheet steel 1 with
Cavity between ribbed stiffener 3 is vertically shuttled, and sets the height to switch enclosure 6, is shuttled along level, and connecting valve box 6.
Fire prevention part includes the first fire-proof plate 9 and the second fire-proof plate 12, and the first fire-proof plate 9 is fixedly connected with ribbed stiffener 3, side
The side of post 2 is welded with square tube 10, and the first fire-proof plate 9 and the second fire-proof plate 12 are fixedly connected with square tube 10 respectively.First fire prevention
Self tapping spiral shell is equipped between plate 9 and ribbed stiffener 3, between the first fire-proof plate 9 and square tube 10, between the second fire-proof plate 12 and square tube 10
Nail 8.Because the steel plate of side column 2 is thicker, the first fire-proof plate 9 and the second fire-proof plate 12 can not be directly connected to side by tapping screw 8
Post 2, in side column 2 while welding square tube 10, realizes and be fixedly connected between the first fire-proof plate 9 and ribbed stiffener 3, the first fire-proof plate 9 with
It is fixedly connected between square tube 10, is fixedly connected between the second fire-proof plate 12 and square tube 10, by the first fire-proof plate 9 and the second fire-proof plate
12 package structure parts.Heat-insulation layer 11 is provided between first fire-proof plate 9 and corrugated sheet steel 1, heat-insulation layer 11 uses rock wool, have every
Sound and the effect of insulation.
The construction method of waveform list steel plate shear force wall system, comprises the following steps in the present invention：
(a) plant site makes structure division：First the pitch of waves to corrugated sheet steel 1 and wave height are designed determination, while right
The height of corrugated sheet steel 1 is determined, then uses hydraulic bending press by raw steel entirety cold moudling in workshop.Then exist
The side of corrugated sheet steel 1 pulls out two normal lines, then the corrugated of corrugated sheet steel 1 is proofreaded one by one, and in corrugated out-of-flatness
Place's line, then the corrugated of out-of-flatness is flattened one by one.Then by the corrugated sheet steel 1 after shaping and side column 2 on welding production line
Automatic welding is carried out, ribbed stiffener 3 and the edge of a wing 4 are then welded in the both sides of corrugated sheet steel 1 according to design drawing, complete structure
Part.
(b) built-in part is installed：The side that bar is put into corrugated sheet steel 1 from top to bottom is first directed to, then in guide rod
End cross fixes accessory plate.It is further continued for being directed to bar being put into from top to bottom, accessory plate is extend into the set location of switch enclosure 6
Lower section.Then pipeline 7 is vertically shuttled along guide rod, pipeline 7 is shuttled to height identical with the set location of switch enclosure 6
When, guide rod is lifted up, the top surface of accessory plate is touched to the end of pipeline 7, then stops guide rod and moves up, then hold
Continuous to penetrate pipeline 7, pipeline 7 carries out horizontal shuttle along accessory plate, is then connected pipeline 7 with switch enclosure 6, then remove auxiliary
Plate, and remove guide rod.
(c) installation fire prevention part：First by the lateral surface of square tube 10 in the side of side column 2 welding square tube 10, welding process
It is flush with the lateral surface of side column 2.Then along the length direction of corrugated sheet steel 1, the distance between two sides of square tube 10 are measured
L1, reselection and L1The first isometric fire-proof plate 9, and one of first fire-proof plate 9 is slotted, slotting position and size
Determined according to switch enclosure 6, be then close to two piece of first fire-proof plate 9 with side column 2 respectively, then by the first fire-proof plate 9 with putting more energy into
Rib 3 is fixed, and then the first fire-proof plate 9 is fixed with square tube 10, switch enclosure 6 then is embedded into the first fire-proof plate 9
In the groove opened up.Further along the length direction of corrugated sheet steel 1, the distance between two piece of first side of fire-proof plate 9 L is measured2, reselection
With L2The second isometric fire-proof plate 12, then two piece of second fire-proof plate 12 is close to the first fire-proof plate 9 respectively, then second is prevented
Fiery plate 12 is fixed with square tube 10.
First fire-proof plate 9 and the second fire-proof plate 12 are fixed using tapping screw 8, first beaten when being fixed with square tube 10
Enter the 3/4 of the total length of tapping screw 8, the damaged degree of the first fire-proof plate 9 and the second fire-proof plate 12 is observed, according to the first fire-proof plate
9 and second fire-proof plate 12 situation, adjust tapping screw 8 rate of penetration.Tapping screw 8 is fixed to be divided into and bored twice
Enter, effectively control the rate of penetration of tapping screw 8, prevent the first fire-proof plate 9 and the second fire-proof plate 12 from disrepair phenomenon occur.
(d) waveform list steel plate shear force wall system carries out field joint installation as lifting section：First setting-out is carried out on the ground,
Waveform list steel plate shear force wall system is hung onto at the setting-out on ground using hanging apparatus again, as first lifting section, then
Supporting construction is set at the sideline of setting-out, supporting construction support waveform list steel plate shear force wall system, saved as first lifting
Dividing plate, then the waveform list steel plate shear force wall system by second lifting section are pre-set at the top of waveform list steel plate shear force wall system
Hang onto on dividing plate, then welded dividing plate and second lifting section, then supporting construction is removed.
The present invention is in work progress, when plant site makes structure division, the strict pitch of waves for controlling corrugated sheet steel and
Wave height, and being proofreaded one by one to corrugated so that corrugated sheet steel can fully contact with ribbed stiffener, the edge of a wing, increase corrugated sheet steel with
Fixed fastness between ribbed stiffener, increases fastness fixed between corrugated sheet steel and the edge of a wing, improves the face of corrugated sheet steel
Outer stability bearing capacity performance, and then the bearing capacity of entirety can be improved, with anti-seismic performance is good, dead load is light, speed of application is fast
The characteristics of.When installing built-in part, guide effect is carried out using shuttle vertical to pipeline of guide rod, pipeline is vertically shuttled
In cavity between corrugated sheet steel and ribbed stiffener, guide effect is carried out using shuttle horizontal to pipeline of horizontally disposed accessory plate,
Pipeline is vertically arranged when arriving switch enclosure height, is shuttled along level, realizes that pipeline is connected with switch enclosure, and pipeline is easy for installation, pacifies
Entirely.When part is prevented fires in installation, the first fire-proof plate is fixedly connected with ribbed stiffener, then the first fire-proof plate and the second fire-proof plate are divided
Square tube not with side column side is fixedly connected, and the fire prevention of steel construction is wrapped up using the first fire-proof plate and the second fire-proof plate, realizes dress
Constructed with changing, speed of application is very fast, and outer surface is smooth.It is right as lifting section progress scene in waveform list steel plate shear force wall system
When connecing installation, using supporting construction as booster action, the waveform list steel plate shear force wall system of longitudinal direction can be kept same plane
Place, while prevent waveform list steel plate shear force wall system from sliding, and also the corrugated sheet steel in the present invention is vertically placed, and can be born vertical
Load, the situation of vertical load can not be born by changing the single steel plate shear force wall of tradition, while longitudinally disposed waveform list steel plate is cut
It is welded and fixed between power wall system by dividing plate, realizes that field joint is installed, installation rate is fast, reduces labour, reduces
Construction cost.
Summary, the present invention are made by workshop, and the waveform list steel plate shear force wall system of three floor heights is existing as a lifting section
Abutting joint, speed of application is fast, and can arrange pipeline and fire prevention measure be set simultaneously, realize structure with it is building and
Humorous unification.
The specific embodiment of the present invention is these are only, but the technical characteristic of the present invention is not limited thereto.It is any with this hair
Based on bright, to solve essentially identical technical problem, essentially identical technique effect is realized, made simple change, etc.
With replacement or modification etc., all it is covered by among protection scope of the present invention.
Claims (9)
1. waveform list steel plate shear force wall system, it is characterised in that：Including structure division, built-in part and fire prevention part, the knot
Structure part includes corrugated sheet steel and side column, and the corrugated sheet steel is vertically placed, and the side column is respectively welded in the corrugated sheet steel
Both ends, the both sides of the corrugated sheet steel are welded with ribbed stiffener, and the ribbed stiffener is welded and fixed with the side column, the waveform
The both sides of steel plate are welded with the edge of a wing；The built-in part includes pipeline and switch enclosure, and the pipeline is located at the corrugated sheet steel
In cavity between the ribbed stiffener, the switch enclosure is located at the side of the ribbed stiffener, the pipeline and the switch enclosure
Connection；The fire prevention part includes the first fire-proof plate and the second fire-proof plate, and first fire-proof plate is fixed with the ribbed stiffener to be connected
Connect, the side of the side column is welded with square tube, and first fire-proof plate and second fire-proof plate are fixed with the square tube respectively
Connection.
2. waveform list steel plate shear force wall system according to claim 1, it is characterised in that：The side column uses clod wash rectangle
Pipe.
3. waveform list steel plate shear force wall system according to claim 1, it is characterised in that：Coagulation is provided with the side column
Soil.
4. waveform list steel plate shear force wall system according to claim 1, it is characterised in that：The ribbed stiffener using angle steel or
Channel-section steel.
5. waveform list steel plate shear force wall system according to claim 1, it is characterised in that：Adjacent two pieces of ribbed stiffeners it
Between setting apart from identical.
6. waveform list steel plate shear force wall system according to claim 1, it is characterised in that：First fire-proof plate with it is described
It is equipped between ribbed stiffener, between first fire-proof plate and the square tube, between second fire-proof plate and the square tube certainly
Attack screw.
7. waveform list steel plate shear force wall system according to claim 1, it is characterised in that：First fire-proof plate with it is described
Heat-insulation layer is provided between corrugated sheet steel.
8. the construction method based on the waveform list steel plate shear force wall system described in claim 1, it is characterised in that including following step
Suddenly：
(a) plant site makes structure division：First the pitch of waves to corrugated sheet steel and wave height are designed determination, while to waveform steel
The height of plate is determined, then in workshop using hydraulic bending press by raw steel entirety cold moudling, then in waveform steel
The side of plate pulls out two normal lines, then the corrugated of corrugated sheet steel is proofreaded one by one, and is rule at the out-of-flatness of corrugated, then
The corrugated of out-of-flatness is flattened one by one, the corrugated sheet steel after shaping and side column are then subjected to automatic welding on welding production line
Connect, ribbed stiffener and the edge of a wing are then welded in the both sides of corrugated sheet steel according to design drawing, complete structure division；
(b) built-in part is installed：The side that bar is put into corrugated sheet steel from top to bottom is first directed to, then it is horizontal in the end of guide rod
To fixed accessory plate, it is further continued for being directed to bar being put into from top to bottom, accessory plate is extend into the lower section of switch enclosure set location, so
Pipeline is vertically shuttled along guide rod afterwards, when pipeline shuttle is arrived into height identical with switch enclosure set location, carried upwards
Guide rod is played, the top surface of accessory plate is touched to the end of pipeline, then stops guide rod and moves up, then persistently penetrate pipe
Line, pipeline carries out horizontal shuttle along accessory plate, is then connected pipeline with switch enclosure, then removes accessory plate, and removes guiding
Bar；
(c) installation fire prevention part：Square tube first is welded in the side of side column, by the outer of the lateral surface of square tube and side column in welding process
Side is flush, and then along corrugated sheet steel length direction, measures the distance between two square tube sides L1, reselection and L1Deng
The first long fire-proof plate, and one of first fire-proof plate is slotted, slotting position and size determine according to switch enclosure,
Then two piece of first fire-proof plate is close to side column respectively, then the first fire-proof plate is fixed with ribbed stiffener, then by first
Fire-proof plate is fixed with square tube, is then embedded to switch enclosure in the groove that the first fire-proof plate opens up, and is grown further along corrugated sheet steel
Direction is spent, measures the distance between two piece of first fire-proof plate side L2, reselection and L2The second isometric fire-proof plate, then by two
The fire-proof plate of block second is close to the first fire-proof plate respectively, then the second fire-proof plate is fixed with square tube；
(d) waveform list steel plate shear force wall system carries out field joint installation as lifting section：Setting-out is first carried out on the ground, then is adopted
Waveform list steel plate shear force wall system is hung onto at the setting-out on ground with hanging apparatus, as first lifting section, then in setting-out
Sideline at set supporting construction, supporting construction support waveform list steel plate shear force wall system, as first lifting section waveform
Dividing plate is pre-set at the top of single steel plate shear force wall system, then the waveform list steel plate shear force wall system of second lifting section is hung
Onto dividing plate, then dividing plate and second lifting section are welded, then supporting construction is removed.
9. the construction method of waveform list steel plate shear force wall system according to claim 8, it is characterised in that：In step (c),
First fire-proof plate and the second fire-proof plate are fixed when being fixed with square tube using tapping screw, first squeeze into tapping screw overall length
The 3/4 of degree, the damaged degree of the first fire-proof plate and the second fire-proof plate is observed, according to the feelings of the first fire-proof plate and the second fire-proof plate
Condition, adjust the rate of penetration of tapping screw.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710635925.7A CN107514075A (en) | 2017-07-31 | 2017-07-31 | Waveform list steel plate wall system and its construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710635925.7A CN107514075A (en) | 2017-07-31 | 2017-07-31 | Waveform list steel plate wall system and its construction method |
Publications (1)
| Publication Number | Publication Date |
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| CN107514075A true CN107514075A (en) | 2017-12-26 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710635925.7A Withdrawn CN107514075A (en) | 2017-07-31 | 2017-07-31 | Waveform list steel plate wall system and its construction method |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951971A (en) * | 2018-08-03 | 2018-12-07 | 中国建筑第八工程局有限公司 | Steel construction shear wall |
| CN110607737A (en) * | 2019-09-25 | 2019-12-24 | 深圳市市政设计研究院有限公司 | Corrugated steel web composite beam structure with multi-section stiffening ribs and construction method thereof |
| CN111719740A (en) * | 2020-06-28 | 2020-09-29 | 北新集团建材股份有限公司 | Decoration integrated assembly type wall body and installation method thereof |
| CN112064823A (en) * | 2020-07-31 | 2020-12-11 | 福州大学 | Steel plate shear wall |
| CN114215224A (en) * | 2021-12-31 | 2022-03-22 | 中建科工集团有限公司 | Prefabricated wallboard assembled cladding structure of steel plate shear wall and manufacturing method thereof |
| CN114575497A (en) * | 2021-12-29 | 2022-06-03 | 深圳安星建设集团有限公司 | Finished product assembly type partition wall assembly structure, building and assembly method |
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2017
- 2017-07-31 CN CN201710635925.7A patent/CN107514075A/en not_active Withdrawn
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951971A (en) * | 2018-08-03 | 2018-12-07 | 中国建筑第八工程局有限公司 | Steel construction shear wall |
| CN108951971B (en) * | 2018-08-03 | 2019-11-19 | 中国建筑第八工程局有限公司 | Steel construction shear wall |
| CN110607737A (en) * | 2019-09-25 | 2019-12-24 | 深圳市市政设计研究院有限公司 | Corrugated steel web composite beam structure with multi-section stiffening ribs and construction method thereof |
| CN111719740A (en) * | 2020-06-28 | 2020-09-29 | 北新集团建材股份有限公司 | Decoration integrated assembly type wall body and installation method thereof |
| CN112064823A (en) * | 2020-07-31 | 2020-12-11 | 福州大学 | Steel plate shear wall |
| CN114575497A (en) * | 2021-12-29 | 2022-06-03 | 深圳安星建设集团有限公司 | Finished product assembly type partition wall assembly structure, building and assembly method |
| CN114215224A (en) * | 2021-12-31 | 2022-03-22 | 中建科工集团有限公司 | Prefabricated wallboard assembled cladding structure of steel plate shear wall and manufacturing method thereof |
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Application publication date: 20171226 |