CN110295684A - A kind of steel construction office building that damping effect is good - Google Patents
A kind of steel construction office building that damping effect is good Download PDFInfo
- Publication number
- CN110295684A CN110295684A CN201910220388.9A CN201910220388A CN110295684A CN 110295684 A CN110295684 A CN 110295684A CN 201910220388 A CN201910220388 A CN 201910220388A CN 110295684 A CN110295684 A CN 110295684A
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- Prior art keywords
- support
- sliding
- roof
- office building
- floor
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/024—Structures with steel columns and beams
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/022—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of a plurality of parallel similar trusses or portal frames
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/35—Roofing slabs or stiff sheets comprising two or more layers, e.g. for insulation
- E04D3/351—Roofing slabs or stiff sheets comprising two or more layers, e.g. for insulation at least one of the layers being composed of insulating material, e.g. fibre or foam material
- E04D3/354—Roofing slabs or stiff sheets comprising two or more layers, e.g. for insulation at least one of the layers being composed of insulating material, e.g. fibre or foam material more than one of the layers being composed of insulating material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
- F16L3/08—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets substantially surrounding the pipe, cable or protective tubing
- F16L3/10—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets substantially surrounding the pipe, cable or protective tubing divided, i.e. with two or more members engaging the pipe, cable or protective tubing
- F16L3/1091—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets substantially surrounding the pipe, cable or protective tubing divided, i.e. with two or more members engaging the pipe, cable or protective tubing with two members, the two members being fixed to each other with fastening members on each side
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2421—Socket type connectors
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2439—Adjustable connections, e.g. using elongated slots or threaded adjustment elements
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2484—Details of floor panels or slabs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Business, Economics & Management (AREA)
- Environmental & Geological Engineering (AREA)
- Emergency Management (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Building Environments (AREA)
- Floor Finish (AREA)
Abstract
The present invention discloses a kind of steel construction office building that damping effect is good, including the column, the transverse beam assembly that is fixedly connected on two adjacent columns and the floor component being arranged on the transverse beam assembly that several sections are rectangle;The transverse beam assembly includes connecting plate and the fixing seat that is respectively fixedly disposed on two adjacent columns, and inserting groove is formed in the fixing seat, and the both ends of the connecting plate are plugged on respectively in two opposite inserting grooves of opening;The upper surface of the connecting plate is provided with shock-absorbing buffer pad;The floor component includes floor main body and damping device, and the damping device includes pedestal, vertical sliding setting sliding seat on the base, the first shock absorbing resilient body being arranged between the pedestal and the sliding seat;The present invention has the characteristics that carry out damping to vibration of floor.
Description
Technical field
The present invention relates to steel building fields, and in particular to be a kind of steel construction office building that damping effect is good.
Background technique
With the development of modern society, more and more buildings can all be built using steel construction, especially many large-scale factories
Room and office building.Since its area volume is huge, span is larger, and many columns and crossbeam will be used in construction, by vertical
Column and crossbeam are interconnected to form the frame structure of office building.It, can be to floor when personnel walk about due to densely populated place in office building
Vibration is generated, the normal work of personnel can be interfered, influence working efficiency.
In view of this, the applicant furthers investigate in view of the above-mentioned drawbacks in the prior art, there is this case generation then.
Summary of the invention
The main purpose of the present invention is to provide a kind of steel construction office buildings that damping effect is good, have to vibration of floor
The characteristics of carrying out damping.
In order to achieve the above objectives, solution of the invention is:
A kind of steel construction office building that damping effect is good, wherein including several sections be rectangle column, be fixedly connected
Transverse beam assembly on two adjacent columns and the floor component being arranged on the transverse beam assembly;
The transverse beam assembly includes connecting plate and the fixing seat that is respectively fixedly disposed on two adjacent columns, institute
It states and is formed with inserting groove in fixing seat, the both ends of the connecting plate are plugged on respectively in two opposite inserting grooves of opening;
The upper surface of the connecting plate is provided with shock-absorbing buffer pad;
The floor component includes floor main body and damping device, and the damping device includes pedestal, vertical sliding setting
Sliding seat on the base, the first shock absorbing resilient body being arranged between the pedestal and the sliding seat;The damping
The pedestal of device is fixed on the upper surface of the fixing seat, and it is recessed that four angles of the floor main body are provided with limit
Slot, the floor main body are arranged on the sliding seat of the damping device by the limiting groove;Under the floor main body
Surface is in contact with the shock-absorbing buffer pad.
Further, the first shock absorbing resilient body is arched elastic steel plate;The bottom setting of the arched elastic steel plate exists
On the pedestal, top and the sliding seat of the arched elastic steel plate are mutually supported, the arched elastic steel plate and the bottom
The position that seat is in contact is formed with arc sections, is provided with lubricating grease between the arc sections and the pedestal.
Further, be equipped in the floor main body load carrying floor, the sound insulating pad being arranged in below the load carrying floor and
Second shock absorbing resilient body of the sound insulating pad surrounding is set;The second shock absorbing resilient body is arranged in the load carrying floor and institute
It states between floor main body.
Further, the second shock absorbing resilient body is yielding rubber pad.
Further, be additionally provided with the latch segment positioned at the connecting plate lower part in the inserting groove, the latch segment it is upper
Surface and the lower surface of the connecting plate are mutually supported, and the first lozenges is formed on the latch segment, is formed in the inserting groove
There is the second lozenges for mutually supporting with first lozenges;It is provided in the fixing seat and communicates with the inserting groove
Air hole;The latch segment is formed with locking otic placode far from one end of the inserting groove, be formed on the locking otic placode along
The otic placode through-hole of connecting plate length direction setting is fixedly installed screw shell in the fixing seat, and the otic placode is logical
Clamping screw is connected between hole and the screw shell.
Further, the steel construction office building further includes roof assembly;The roof assembly includes roof beams, support
Structure, connection structure and roof boarding;The roof beams are arranged at the top of the column, the upper surface middle part of the roof beams
It is fixedly installed the first roof steel column, the upper surface of the roof beams two sides is fixedly installed the second roof steel column;It is described
The branch has been bolted by first at the top of first roof steel column and second roof steel column of the roof beams two sides
Support structure;The both ends of the connection structure are connected on neighbouring support structure by the second bolt;The support construction and
Roof boarding is provided in the connection structure.
Further, the support construction includes the first attachment base, first support bar, rectangle support and the second attachment base;Institute
It states the first attachment base and second attachment base passes through the first bolt respectively and is fixedly connected on first roof steel column and second
The top of roof steel column;The rectangle support is welded to connect on first attachment base, the both ends point of the first support bar
It Han Jielianjie not be on second attachment base and the rectangle support;
The connection structure includes second support bar and the Qian font that the second support bar both ends are arranged in is respectively welded
Attachment base, the Qian font attachment base are fixedly connected by the second bolt with the rectangle support.
Further, the roof boarding includes lower cover plate, upper cover plate, insulating layer and dry filler;The material of the insulating layer
For mineral wool;The drying material is calcium chloride granules;Two layers of insulating layer is provided between the upper cover plate and the lower cover plate,
Dry filler is provided between two layers of glassy layer;The upper surface of the upper cover plate is provided with waterproof coating, and the waterproof applies
Layer is made of polymer cement-base waterproof coating.
Further, the steel construction office building further includes drainpipe mounting device, and the drainpipe mounting device includes peace
Loading board, hold-down support, two sliding supports and the fixation kit for fixing drainpipe;The fixation kit is fixed at institute
It states on hold-down support and the sliding support;The mounting plate is fixed on the column by third bolt, the peace
Sliding groove is symmetrically offered in loading board, is provided with hold-down support on the mounting plate between two sliding grooves;The sliding groove
Inner sidewall on offer guide groove, the sliding support is slidably arranged in the sliding groove, the side of the sliding support
On guide pad is installed, the guide pad is slidably arranged in described be slidably arranged in the guide groove.
Further, spacing adjusting group is provided on the fixation kit and the hold-down support and/or the sliding support
Part, the spacing adjust component and include guide holder and be arranged in the guide holder and can slide along the guide holder axis direction
Dynamic sliding bar;The guide holder is fixed on the hold-down support or sliding support, the fixation kit fixed setting
In the one end of the sliding bar far from the guide holder;The side wall of the guide holder is formed with threaded hole, sets on the threaded hole
It is equipped with fixing screws;The sliding bar lateral wall is formed with several and adjusts counterbore, and the front of the fixing screws is arranged at it
In in an adjusting counterbore.
After adopting the above structure, the good steel construction office building of a kind of damping effect of the present invention, the damping device
On the fixing seat, the lower surface of the floor main body is connected with the shock-absorbing buffer pad, due to floor main body for setting
Corner location needs to bear biggish holding power compared to side, and the limit of the floor main body corner location is mounted on by being arranged
Damping device on the groove of position carries out damping, then the auxiliary damping of the shock-absorbing buffer pad by being arranged on the connecting plate is made
With reaching preferable damping effect jointly.
Sliding seat on the damping device can slide in the vertical direction, so that the first shock absorbing resilient body
Deformation occurs.The floor main body avoids the fixing seat, in entire shock absorbing process, the floor main body will not with it is described solid
Reservation is directly in contact.The upper surface of the first shock absorbing resilient body and the floor main body offset top contact, when the building
When plate main body is vibrated, the shock-absorbing buffer pad can absorb the energy of vibration, to reduce the influence vibrated to personnel.
Detailed description of the invention
Fig. 1 is that the present invention relates to the structural representations of the column and floor component of a kind of steel construction office building that damping effect is good
Figure.
Fig. 2 is the structural schematic diagram of column and transverse beam assembly.
Fig. 3 is the schematic diagram of the section structure of floor component.
Fig. 4 is the structure enlargement diagram in Fig. 3 at A.
Fig. 5 is the decomposition diagram of floor main body and damping device.
Fig. 6 is the structural schematic diagram of fixing seat.
Fig. 7 is the column of another angle and the structural schematic diagram of transverse beam assembly.
Fig. 8 is the structural schematic diagram of latch segment.
Fig. 9 is the structural schematic diagram of the roof assembly.
Figure 10 is the schematic top plan view of roof assembly.
Figure 11 is the structural schematic diagram of the support construction.
Figure 12 is the structural schematic diagram of the connection structure.
Figure 13 is the schematic diagram of the section structure of roof boarding.
Figure 14 is the side structure schematic view of drainpipe mounting device.
Figure 15 is the forward sight structural schematic diagram of drainpipe mounting device.
Figure 16 is the overlooking structure diagram of drainpipe mounting device.
Figure 17 is the schematic diagram of the section structure that the spacing adjusts component.
Figure 18 is the installation decomposition diagram of guide pad.
In figure: column 1;Transverse beam assembly 2;Connecting plate 21;Shock-absorbing buffer pad 211;Fixing seat 22;Inserting groove 221;Second wedge
Shape face 222;Air hole 223;Screw shell 224;Latch segment 23;First lozenges 231;Lock otic placode 232;Otic placode through-hole 233;
Clamping screw 234;Tap pad 235;
Floor component 3;Floor main body 31;Limiting groove 311;Load carrying floor 312;Sound insulating pad 313;Second shock absorbing resilient body
314;Damping device 32;Pedestal 321;Sliding seat 322;Arched elastic steel plate 323;Arc sections 324;
Roof beams 41;First roof steel column 411;Second roof steel column 412;Support construction 42;First attachment base 421;
First support bar 422;Rectangle support 423;Second attachment base 424;First bolt 425;
Connection structure 43;Second support bar 431;Qian font attachment base 432;Second bolt 433;
Roof boarding 44;Lower cover plate 441;Upper cover plate 442;Insulating layer 443;Dry filler 444;Waterproof coating 445;Assist steel
Plate 45;
Drainpipe mounting device 5;Mounting plate 51;Sliding groove 511;Guide groove 512;Third bolt 513;Hold-down support 52;
Sliding support 53;Guide pad 531;Fixation kit 54;Clip 541;Rubber ring 542;Spacing adjusts component 55;Guide holder 551;It is sliding
Lever 552;Threaded hole 553;Fixing screws 554;Adjust counterbore 555.
Specific embodiment
In order to further explain the technical solution of the present invention, being explained in detail below by specific embodiment the present invention
It states.
It is a kind of steel construction office building that damping effect is good of the present invention, including several as shown in Fig. 1 to Figure 18
A section is the column 1 of rectangle, the transverse beam assembly 2 being fixedly connected on the column 1 of adjacent two and is arranged in the cross
Floor component 3 on beam assembly 2.The transverse beam assembly 2 includes connecting plate 21 and is respectively fixedly disposed at described in adjacent two
Fixing seat 22 on column 1 is formed with inserting groove 221 in the fixing seat 22, and the both ends of the connecting plate 21 are plugged on respectively
In the opposite inserting groove 221 of two openings;The upper surface of the connecting plate 21 is provided with shock-absorbing buffer pad 211.
The floor component 3 includes floor main body 31 and damping device 32, and the damping device 32 includes pedestal 321, erects
The sliding seat 322 that is directly slidably arranged on the pedestal 321, be arranged between the pedestal 321 and the sliding seat 322
One shock absorbing resilient body;The pedestal 321 of the damping device 32 is fixed on the upper surface of the fixing seat 22, the floor
Four angles of main body 31 are provided with limiting groove 311, and the floor main body 31 is arranged by the limiting groove 311 described
On the sliding seat 322 of damping device 32;The lower surface of the floor main body 31 is in contact with the shock-absorbing buffer pad 211.
In this way, the steel construction office building that a kind of damping effect of the present invention is good, the damping device 32 is arranged in institute
It states in fixing seat 22, the lower surface of the floor main body 31 is connected with the shock-absorbing buffer pad 211, due to floor main body 31
Corner location needs to bear biggish holding power compared to side, is mounted on 31 corner location of floor main body by setting
Damping device 32 on limiting groove 311 carries out damping, then passes through the shock-absorbing buffer pad 211 being arranged on the connecting plate 21
Cushioning effect is assisted, reaches preferable damping effect jointly.
Sliding seat 322 on the damping device 32 can slide in the vertical direction, so that first damping
Deformation occurs for elastomer.The floor main body 31 avoids the fixing seat 22, in entire shock absorbing process, the floor main body 31
It will not be directly in contact with the fixing seat 22.The upper surface of the first shock absorbing resilient body offsets with the floor main body 31
Top contact, when the floor main body 31 is vibrated, the shock-absorbing buffer pad 211 can absorb the energy of vibration, to subtract
Influence of few vibration to personnel.
Preferably, the first shock absorbing resilient body is arched elastic steel plate 323;The bottom of the arched elastic steel plate 323
It is arranged on the pedestal 321, the top of the arched elastic steel plate 323 is supported with 322 phase of sliding seat, the arch bullet
Property the position that is in contact with the pedestal 321 of steel plate 323 be formed with arc sections 324, the arc sections 324 and the pedestal 321
Between be provided with lubricating grease.The top of the arched elastic steel plate 323 is supported with 322 phase of sliding seat, when the sliding seat
When moving under 322 phases, described arched elastic steel plate 323 can deformation occurs, to reduce the amplitude of vibration.The arched elastic
The part that steel plate 323 is contacted with the pedestal 321 makees circular arc processing and forms arc sections 324 and addition lubricating grease, to reduce friction
The influence of noise.Further, 323 surface of arched elastic steel plate is coated with one layer of rubber layer (not shown), can
It plays a protective role to the arched elastic steel plate 323.
Preferably, load carrying floor 312 is installed in the floor main body 31, is arranged in below the load carrying floor 312
Sound insulating pad 313 and the second shock absorbing resilient body 314 that 313 surrounding of sound insulating pad is set;The second shock absorbing resilient body 314 is set
It sets between the load carrying floor 312 and the floor main body 31.Further, the second shock absorbing resilient body 314 is to subtract
Shake rubber pad.By the way that absorption of the sound-proof material realization to footsteps below the load carrying floor 312 is arranged in, in addition described second
The cushioning effect of shock absorbing resilient body 314 further decreases vibration.Preferably, the second shock absorbing resilient body 314 can also be foam
Unit of plastic.
Preferably, the latch segment 23 positioned at 21 lower part of connecting plate, the locking are additionally provided in the inserting groove 221
The upper surface of block 23 and the lower surface of the connecting plate 21 are mutually supported, and the first lozenges 231, institute are formed on the latch segment 23
State the second lozenges 222 being formed in inserting groove 221 for supporting with 231 phase of the first lozenges;The fixing seat 22
On be provided with the air hole 223 communicated with the inserting groove 221;One end shape of the latch segment 23 far from the inserting groove 221
At there is locking otic placode 232, the otic placode through-hole being arranged along 21 length direction of connecting plate is formed on the locking otic placode 232
233, be fixedly installed screw shell 224 in the fixing seat 22, the otic placode through-hole 233 and the screw shell 224 it
Between be connected with clamping screw 234.The latch segment 23 is filled in the inserting groove 221, the first lozenges 231 on latch segment 23
Mutually supported with second lozenges 222, the lock bolt 234 pass through the otic placode through-hole 233 and with the thread bush
Cylinder 224 is threadedly coupled, and with the rotation of the clamping screw 234, after rotation stops, the connecting plate 21 is securely fixed in
In the inserting groove 221, the risk deviate from from the inserting groove 221 is avoided;The air hole 223 plays outer gas in balance
The effect of pressure is avoided to make the latch segment 23 can not be into and out for air pressure reason.Further, the locking otic placode
232 being provided on one side far from the inserting groove 221 tap pad 235, are in this way filled in the latch segment 23 using hammer described
When in inserting groove 221, hammer is hardly damaged the latch segment 23.
Preferably, the steel construction office building further includes roof assembly;The roof assembly includes roof beams 41, branch
Support structure 42, connection structure 43 and roof boarding 44;The setting of roof beams 41 is in 1 top of column, the roof beams
41 upper surface middle part is fixedly installed the first roof steel column 411, and the upper surface of 41 two sides of roof beams is fixedly installed
There is the second roof steel column 412;Second roof steel column of 41 two sides of first roof steel column 411 and the roof beams
412 tops are connected with the support construction 42 by the first bolt 425;The both ends of the connection structure 43 pass through the second bolt
433 are connected on neighbouring support structure 42;Roof boarding 44 is provided in the support construction 42 and the connection structure 43.
It is assembled due to cooperating between each component, assembly efficiency greatly improves.
Preferably, the support construction 42 includes the first attachment base 421, first support bar 422, rectangle support 423 and the
Two attachment bases 424;First attachment base 421 and second attachment base 424 are fixedly connected on by the first bolt 425 respectively
The top of first roof steel column 411 and the second roof steel column 412;The rectangle support 423 is welded to connect described first
On attachment base 421, the both ends of the first support bar 422, which are respectively welded, is connected to second attachment base 424 and the rectangle
On bracket 423;
The connection structure 43 includes second support bar 431 and setting is respectively welded at 431 both ends of second support bar
Qian font attachment base 432, the Qian font attachment base 432 by the second bolt 433 with the rectangle support 423 is fixed connects
It connects.Two groups are provided on each Qian font attachment base 432, every group of installation passed through with 2 for second bolt 433
Hole is cooperated by eight group of second bolt 433 and nut, the second support bar 431 and the rectangle support 423 is connected
It connects, stability is more preferably.
Preferably, auxiliary steel plate 45 is connected between the first support bar 422 and the roof beams 41.The auxiliary
Steel plate 45 makes roof assembly stability more preferable.
Preferably, the roof boarding 44 includes lower cover plate 441, upper cover plate 442, insulating layer 443 and dry filler 444;Institute
The material for stating insulating layer 443 is mineral wool;The drying material is calcium chloride granules;The upper cover plate 442 and the lower cover plate
It is provided with two layers of insulating layer 443 between 441, is provided with dry filler 444 between two layers of glassy layer;The upper cover plate 442
Upper surface be provided with waterproof coating 445, the waterproof coating 445 is made of polymer cement-base waterproof coating.The heat preservation
Layer 443 can play good heat insulation effect, to reduce winter heat loss within doors.The dry filler 444 can be avoided
It makes moist within doors, while 44 upper surface of roof boarding is coated with waterproof coating 445, and waterproof coating 445 is applied by polymer cement-based waterproof
Material composition, can play good waterproof effect.
Preferably, the steel construction office building further includes drainpipe mounting device 5, and the drainpipe mounting device 5 includes
Mounting plate 51,52, two sliding supports 53 of hold-down support and the fixation kit 54 for fixing drainpipe;The fixation kit 54
It is fixed on the hold-down support 52 and the sliding support 53;The mounting plate 51 is set by the fixation of third bolt 513
It sets on the column 1, sliding groove 511, the installation between two sliding grooves 511 is symmetrically offered on the mounting plate 51
Hold-down support 52 is provided on plate 51;Guide groove 512, the sliding support 53 are offered on the inner sidewall of the sliding groove 511
It is slidably arranged in the sliding groove 511, guide pad 531, the guide pad 531 is installed on the side of the sliding support 53
It is slidably arranged in described be slidably arranged in the guide groove 512.The drainpipe mounting device 5 is designed using assembly type, just
In whole installation and removal, the installation effectiveness of drainpipe mounting device 5 is improved.The sliding support 53 can be to pipeline
Position is adjusted, and carries out Auxiliary support to pipeline.Due to can up and down adjustment, the sliding support 53 can avoid drainpipe
Connecting portion between drainpipe, to play preferably fixed drainpipe.Further, the fixation kit 54 is to embrace
The clip 541 of close-up water pipe;Rubber ring 542 is provided in the clip 541.
Preferably, spacing is provided on the fixation kit 54 and the hold-down support 52 and/or the sliding support 53
Adjust component 55, the spacing adjusts component 55 and includes guide holder 551 and be arranged in the guide holder 551 and can be along described
The sliding bar 552 of 551 axis direction of guide holder sliding;The guide holder 551 is fixed at the hold-down support 52 or sliding
On support 53, the fixation kit 54 is fixed at the one end of the sliding bar 552 far from the guide holder 551;It is described to lead
It is formed with threaded hole 553 to the side wall of seat 551, is provided with fixing screws 554 on the threaded hole 553;Outside the sliding bar 552
Side wall is formed with several and adjusts counterbore 555, and the front of the fixing screws 554 is disposed therein the adjusting counterbore
In 555.Since the spacing adjusts the presence of component 55, drainpipe and office building can be adjusted according to the concrete condition of drainpipe
The distance between, to preferably install drainpipe.
Above-described embodiment and schema and non-limiting product form and style of the invention, any technical field it is common
The appropriate changes or modifications that technical staff does it all should be regarded as not departing from patent category of the invention.
Claims (9)
1. a kind of steel construction office building that damping effect is good, which is characterized in that column, fixation including several sections for rectangle
The transverse beam assembly being connected on two adjacent columns and the floor component being arranged on the transverse beam assembly;
The transverse beam assembly includes connecting plate and the fixing seat that is respectively fixedly disposed on two adjacent columns, described solid
Inserting groove is formed in reservation, the both ends of the connecting plate are plugged on respectively in two opposite inserting grooves of opening;It is described
The upper surface of connecting plate is provided with shock-absorbing buffer pad;
The floor component includes floor main body and damping device, and the damping device includes pedestal, vertical sliding setting in institute
The the first shock absorbing resilient body stating the sliding seat on pedestal, being arranged between the pedestal and the sliding seat;The damping device
Pedestal be fixed on the upper surface of the fixing seat, four angles of the floor main body are provided with limiting groove, institute
Floor main body is stated to be arranged in by the limiting groove on the sliding seat of the damping device;The lower surface of the floor main body with
The shock-absorbing buffer pad is in contact.
2. a kind of steel construction office building that damping effect is good as described in claim 1, which is characterized in that the first damping bullet
Property body be arched elastic steel plate;The bottom of the arched elastic steel plate is arranged on the base, the arched elastic steel plate
Top is mutually supported with the sliding seat, and the position that the arched elastic steel plate is in contact with the pedestal is formed with arc sections, institute
It states and is provided with lubricating grease between arc sections and the pedestal.
3. a kind of steel construction office building that damping effect is good as described in claim 1, which is characterized in that in the floor main body
Load carrying floor, the sound insulating pad being arranged in below the load carrying floor and the second damping that the sound insulating pad surrounding is arranged in are installed
Elastomer;The second shock absorbing resilient body is arranged between the load carrying floor and the floor main body.
4. a kind of steel construction office building that damping effect is good as described in claim 1, which is characterized in that in the inserting groove also
It is provided with the latch segment positioned at the connecting plate lower part, the upper surface of the latch segment and the lower surface of the connecting plate offset
It pushes up, is formed with the first lozenges on the latch segment, is formed in the inserting groove for mutually being supported with first lozenges
The second lozenges;The air hole communicated with the inserting groove is provided in the fixing seat;The latch segment is inserted far from described
One end of access slot is formed with locking otic placode, is formed with the otic placode being arranged along the connecting plate length direction on the locking otic placode
Through-hole is fixedly installed screw shell in the fixing seat, is connected with lock between the otic placode through-hole and the screw shell
Tight bolt.
5. a kind of steel construction office building that damping effect is good as described in claim 1, which is characterized in that the steel construction office
Building further includes roof assembly;The roof assembly includes roof beams, support construction, connection structure and roof boarding;The roof
Crossbeam is arranged at the top of the column, and the upper surface middle part of the roof beams is fixedly installed the first roof steel column, the room
The upper surface of head piece two sides is fixedly installed the second roof steel column;First roof steel column and the roof beams two sides
Second roof steel column at the top of by first be bolted the support construction;The both ends of the connection structure pass through the
Two bolts are connected on neighbouring support structure;Roof boarding is provided in the support construction and the connection structure.
6. a kind of steel construction office building that damping effect is good as claimed in claim 5, which is characterized in that the support construction packet
Include the first attachment base, first support bar, rectangle support and the second attachment base;First attachment base and second attachment base point
The top of first roof steel column and the second roof steel column is not fixedly connected on by the first bolt;The rectangle support welding
It is connected on first attachment base, the both ends of the first support bar, which are respectively welded, is connected to second attachment base and described
On rectangle support;
The connection structure includes that second support bar is connected with the Qian font that the second support bar both ends are arranged in is respectively welded
Seat, the Qian font attachment base are fixedly connected by the second bolt with the rectangle support.
7. a kind of steel construction office building that damping effect is good as claimed in claim 5, which is characterized in that the roof boarding includes
Lower cover plate, upper cover plate, insulating layer and dry filler;The material of the insulating layer is mineral wool;The drying material is calcium chloride
Particle;It is provided with two layers of insulating layer between the upper cover plate and the lower cover plate, is provided with drying between two layers of glassy layer
Filler;The upper surface of the upper cover plate is provided with waterproof coating, and the waterproof coating is made of polymer cement-base waterproof coating.
8. a kind of steel construction office building that damping effect is good as described in claim 1, which is characterized in that the steel construction office
Building further includes drainpipe mounting device, and the drainpipe mounting device includes mounting plate, hold-down support, two sliding supports and use
In the fixation kit of fixed drainpipe;The fixation kit is fixed on the hold-down support and the sliding support;Institute
It states mounting plate to be fixed on the column by third bolt, sliding groove, two institutes is symmetrically offered on the mounting plate
It states and is provided with hold-down support on the mounting plate between sliding groove;Guide groove, the cunning are offered on the inner sidewall of the sliding groove
Dynamic bearing sliding is arranged in the sliding groove, and guide pad, the guide pad sliding are equipped on the side of the sliding support
Setting is slidably arranged in the guide groove described.
9. a kind of steel construction office building that damping effect is good as described in claim 1, which is characterized in that the fixation kit with
It is provided with spacing on the hold-down support and/or the sliding support and adjusts component, it includes guide holder that the spacing, which adjusts component,
With the sliding bar that is arranged in the guide holder and can be slided along the guide holder axis direction;The guide holder fixed setting
On the hold-down support or sliding support, the fixation kit is fixed at one of the sliding bar far from the guide holder
End;The side wall of the guide holder is formed with threaded hole, is provided with fixing screws on the threaded hole;The sliding bar lateral wall shape
At there is several to adjust counterbore, the front of the fixing screws is disposed therein in the adjusting counterbore.
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202010870187.6A CN112252501A (en) | 2019-03-22 | 2019-03-22 | Floor absorbing steel structure office building |
CN202010870194.6A CN112252503A (en) | 2019-03-22 | 2019-03-22 | Steel construction office building that assembly efficiency is high |
CN202010870189.5A CN112252502A (en) | 2019-03-22 | 2019-03-22 | Steel construction office building convenient to installation drain pipe |
CN201910220388.9A CN110295684B (en) | 2019-03-22 | 2019-03-22 | Shock attenuation steel construction office building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910220388.9A CN110295684B (en) | 2019-03-22 | 2019-03-22 | Shock attenuation steel construction office building |
Related Child Applications (3)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202010870187.6A Division CN112252501A (en) | 2019-03-22 | 2019-03-22 | Floor absorbing steel structure office building |
CN202010870194.6A Division CN112252503A (en) | 2019-03-22 | 2019-03-22 | Steel construction office building that assembly efficiency is high |
CN202010870189.5A Division CN112252502A (en) | 2019-03-22 | 2019-03-22 | Steel construction office building convenient to installation drain pipe |
Publications (2)
Publication Number | Publication Date |
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CN110295684A true CN110295684A (en) | 2019-10-01 |
CN110295684B CN110295684B (en) | 2021-05-11 |
Family
ID=68026435
Family Applications (4)
Application Number | Title | Priority Date | Filing Date |
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CN201910220388.9A Active CN110295684B (en) | 2019-03-22 | 2019-03-22 | Shock attenuation steel construction office building |
CN202010870187.6A Withdrawn CN112252501A (en) | 2019-03-22 | 2019-03-22 | Floor absorbing steel structure office building |
CN202010870194.6A Withdrawn CN112252503A (en) | 2019-03-22 | 2019-03-22 | Steel construction office building that assembly efficiency is high |
CN202010870189.5A Withdrawn CN112252502A (en) | 2019-03-22 | 2019-03-22 | Steel construction office building convenient to installation drain pipe |
Family Applications After (3)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202010870187.6A Withdrawn CN112252501A (en) | 2019-03-22 | 2019-03-22 | Floor absorbing steel structure office building |
CN202010870194.6A Withdrawn CN112252503A (en) | 2019-03-22 | 2019-03-22 | Steel construction office building that assembly efficiency is high |
CN202010870189.5A Withdrawn CN112252502A (en) | 2019-03-22 | 2019-03-22 | Steel construction office building convenient to installation drain pipe |
Country Status (1)
Country | Link |
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CN (4) | CN110295684B (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN114837485A (en) * | 2022-05-26 | 2022-08-02 | 山东金宇杭萧装配建筑有限公司 | Floor for shock attenuation shaped steel structure house |
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CN104594501A (en) * | 2013-11-01 | 2015-05-06 | 江苏海恒建材机械有限公司 | Shock absorption steel structural building |
CN204919567U (en) * | 2015-09-01 | 2015-12-30 | 上海宝冶集团有限公司 | Shoring of trench stand shock attenuation construction equipment |
CN206109973U (en) * | 2016-10-26 | 2017-04-19 | 浙江钢泰钢结构工程有限公司 | Steel structure damping support |
CN106894522A (en) * | 2017-04-24 | 2017-06-27 | 江苏跃发建设工程有限公司 | A kind of antidetonation attachment structure for steel house |
CN107217739A (en) * | 2017-03-21 | 2017-09-29 | 江苏城乡建设职业学院 | The frame structure and its installation method of a kind of superstructure vibration isolation |
KR20180072947A (en) * | 2016-12-22 | 2018-07-02 | 영산대학교산학협력단 | Connection System of Progressive Collapse-Resistant Steel Moment Beam-Column using Damper |
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2019
- 2019-03-22 CN CN201910220388.9A patent/CN110295684B/en active Active
- 2019-03-22 CN CN202010870187.6A patent/CN112252501A/en not_active Withdrawn
- 2019-03-22 CN CN202010870194.6A patent/CN112252503A/en not_active Withdrawn
- 2019-03-22 CN CN202010870189.5A patent/CN112252502A/en not_active Withdrawn
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104594501A (en) * | 2013-11-01 | 2015-05-06 | 江苏海恒建材机械有限公司 | Shock absorption steel structural building |
CN204919567U (en) * | 2015-09-01 | 2015-12-30 | 上海宝冶集团有限公司 | Shoring of trench stand shock attenuation construction equipment |
CN206109973U (en) * | 2016-10-26 | 2017-04-19 | 浙江钢泰钢结构工程有限公司 | Steel structure damping support |
KR20180072947A (en) * | 2016-12-22 | 2018-07-02 | 영산대학교산학협력단 | Connection System of Progressive Collapse-Resistant Steel Moment Beam-Column using Damper |
CN107217739A (en) * | 2017-03-21 | 2017-09-29 | 江苏城乡建设职业学院 | The frame structure and its installation method of a kind of superstructure vibration isolation |
CN106894522A (en) * | 2017-04-24 | 2017-06-27 | 江苏跃发建设工程有限公司 | A kind of antidetonation attachment structure for steel house |
Also Published As
Publication number | Publication date |
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CN112252502A (en) | 2021-01-22 |
CN112252503A (en) | 2021-01-22 |
CN110295684B (en) | 2021-05-11 |
CN112252501A (en) | 2021-01-22 |
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