CN107859204A - Steel construction assembled architecture unit combined wall and its assembly method - Google Patents
Steel construction assembled architecture unit combined wall and its assembly method Download PDFInfo
- Publication number
- CN107859204A CN107859204A CN201711471832.1A CN201711471832A CN107859204A CN 107859204 A CN107859204 A CN 107859204A CN 201711471832 A CN201711471832 A CN 201711471832A CN 107859204 A CN107859204 A CN 107859204A
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- cell board
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 126
- 239000010959 steel Substances 0.000 title claims abstract description 126
- 238000010276 construction Methods 0.000 title claims abstract description 25
- 238000000034 method Methods 0.000 title claims description 8
- 238000009413 insulation Methods 0.000 claims abstract description 74
- 238000005034 decoration Methods 0.000 claims abstract description 70
- 238000009434 installation Methods 0.000 claims abstract description 17
- 239000010410 layer Substances 0.000 claims description 66
- 238000010792 warming Methods 0.000 claims description 32
- 238000007747 plating Methods 0.000 claims description 13
- 239000000463 material Substances 0.000 claims description 8
- 238000009417 prefabrication Methods 0.000 claims description 7
- 238000005728 strengthening Methods 0.000 claims description 6
- 238000004321 preservation Methods 0.000 claims description 4
- 239000004568 cement Substances 0.000 claims description 3
- 239000000919 ceramic Substances 0.000 claims description 3
- 239000004927 clay Substances 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 239000004575 stone Substances 0.000 claims description 3
- 239000002344 surface layer Substances 0.000 claims description 2
- 150000001875 compounds Chemical class 0.000 claims 1
- 239000000203 mixture Substances 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 210000000988 bone and bone Anatomy 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 239000002689 soil Substances 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
-
- 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
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
The present invention relates to a kind of steel construction assembled architecture unit combined wall, including floor plates and girder steel, unit combined wall includes insulation and decoration cell board and master unit wall, and between two adjacent floor plates；Connected between insulation and decoration cell board and girder steel by mounting positioner；Horizontal tie-beam is set between two girder steels, master unit wall and insulation and decoration cell board are connected as by overall modular combined wall by tie-beam and girder steel.The unit combined wall not only realizes the decoration function of exterior wall using the assembled combined connecting structure after prefabricated, while the bulk strength and heat-insulating property of wall are ensure that using master unit wall, while also improves installation quality and installation effectiveness.
Description
Technical field
The invention is related to a kind of steel construction assembled architecture unit combined wall and its assembly method, belongs to building neck
Domain.
Background technology
Problems be present in assembled wall technology:
1st, the assembled wall structure of concrete and hung wallboard is excessively complicated, and weight weight, cost need to take largely when high, prefabricated
Soil, template, prefabricated and installation are all inconvenient；
2nd, the problem of many assembled walls are dangerous, and generally existing heat bridge is more, and energy-saving heat preserving is bad；
3rd, the seam problems of assembled wall prefabricated panel do not solve.It is different from the wall of common brick agglomerated material, by Dong Xiawen
Difference influences, and it is one of puzzlement assembled wall technology difficult point that assembled wall seam, which is easy to cracking,；
4th, China and global earthquakes are multiple, and China's skyscraper ratio is very big, existing to have the dress for adapting to major structure of construction deformation
With formula wall structure is too complicated, cost is high.
The content of the invention
The invention technical problems to be solved be to provide a kind of steel construction assembled architecture unit combined wall and its
Assembly method, the unit combined wall using the assembled combined connecting structure after prefabricated, make by the decoration for not only realizing exterior wall
With, while the bulk strength and heat-insulating property of wall are ensure that using master unit wall, while also improve installation quality and peace
Fill efficiency.
To solve problem above, the concrete technical scheme of the invention is as follows：A kind of steel construction assembled architecture unit
Combined wall, including floor plates and girder steel, unit combined wall include insulation and decoration cell board and master unit wall, and positioned at two
Between individual adjacent floor plates；Connected between insulation and decoration cell board and girder steel by mounting positioner；Two girder steels it
Between horizontal tie-beam is set, master unit wall and insulation and decoration cell board are connected as by overall list by tie-beam and girder steel
First formula combined wall.
Described insulation and decoration cell board is the heat preservation decoration integrative unit plate type structure of prefabrication, and integral hoisting fills
Match somebody with somebody；Concrete structure is that outer layer is finish coat, and centre sets heat-insulation layer, and the back side is steel joist, and finish coat is connected with steel joist by bolt
Connect；Wherein steel joist is connected with tie-beam.
Described wall with steel keel frame, it is made up of, adorns circumferential side frame keel and middle vertical uniform reinforcement keel connection
Surface layer and heat-insulation layer are secured by bolts on wall with steel keel frame；Insulation and decoration cell board is by vertically strengthening keel and tie-beam
Connection；Upper connector is fixed on the upper end of the vertical frame keel in both sides of steel joist, the vertical frame keel in both sides and/or in
Between the vertical upper end for strengthening keel be provided with upper plug connector, its lower end part installs the corresponding lower plug connector for going up plug connector；Protect
Plug connector grafting under the plug connector of the warm decorating unit slab keel upper end insulation and decoration cell board bottom adjacent with lastblock.
Described finish coat is metal, stone material, ceramics, clay or cement material.
Described master unit wall is made up of warming plate and interior wall layers；Master unit wall is using steel structure girder and tie-beam as peace
Reference center and basis are filled, and tie-beam is embedded in warming plate；Interior wall layers are filled in steel structure girder and the lower end of corresponding upper end
Floor plates between；Interior wall layers are connected by screw rod with tie-beam and steel structure girder, and warming plate and interior wall layers are fixed into be whole
The master unit wall of body；Wherein warming plate and interior wall layers are prefabricated standard element.
The interior wall layers of described master unit wall are made up of two layers of aerated concrete panel, and wherein lamina rara externa is as fireprotection layer bag
Wrap up in the girder steel and wall below of indoor side, inner plating and warming plate be filled in side by side as packed layer girder steel lower end and its
Web both sides space；The outer surface of inner plating and the outer surface of warming plate flush with the flange plate both sides of girder steel, outside inner plating
Surface is brought into close contact with lamina rara externa；The outer surface of warming plate is bonded with the keel of insulation and decoration cell board；Inner plating and warming plate
Thickness sum and girder steel lower flange it is wide.
At the end of floor plates along some open slots are evenly equipped with, set on the steel structure girder at each open slot and mount positioning
Device.
The described positioning device structure that mounts is horizontal bolt to be set between two risers, in bolt
It is provided with adjusting nut；The structure upper connector of L hooks is set at the insulation and decoration cell board upper end back side, in the side of upper connector
Face is welded with stop nut, and clamping screw is threadedly coupled on stop nut, and the bottom surface of clamping screw holds out against bolt, locking
Locking nut is threadedly coupled on bolt.
A kind of assembly method of steel construction assembled architecture unit combined wall, comprises the following steps：
1）Girder steel is the main structural frame component of building, after main structural frame installs, installs horizontal tie-beam, is made
For the body supports framework of unit combined wall, installation foundation and connection tie；
2）Prefabrication insulation and decoration cell board：According to the structure design size of building, wall with steel keel frame is assembled first, then will
Finish coat and heat-insulation layer are bolted on wall with steel keel frame, form insulation and decoration cell board；Wall with steel keel frame both ends it is upper
Plug connector is provided with hole for hoist, and upper connector is set on steel joist；
3）By the hole for hoist on plug connector prefabricated insulation and decoration cell board is lifted into by erection sequence with special hanger pre-
Dingan County's holding position；By upper connector modular combined wall be mounted on girder steel corresponding to mount on positioner, pass through
Upper plug connector and lower plug connector positioning lower end, are adjusted above and below plate face, longitudinal separation by upper connector, make plate face smooth；
4）Fill the warming plate in the web side space of girder steel；
5）It will strengthen keel by bolt to be connected with tie-beam；
6）Screw rod is set on steel structure girder, fills the warming plate of the lower end of girder steel, interior wall layers internal layer aerated concrete panel is pacified
Dress is filled in the underlying space of girder steel, then in installation wall layers outer layer aerated concrete panel, and fixed using the screw rod at middle part
In tie-beam, the upper and lower side of outer layer aerated concrete panel is bolted on the fixation subscript in girder steel and floor plates；
7）Lift adjacent transverse insulation and decoration cell board when, upper connector be articulated in corresponding to mount on positioner, using extension
The spacing of the horizontal two insulation and decoration cell boards of positioner regulation is filled, then repeat step 4）；
8）When lifting adjacent longitudinal insulation and decoration cell board, upper connector be articulated in corresponding to mount on positioner, insulation dress
The lower plug connector of the steel joist of decorations cell board bottom is plugged on the upper plug connector for the insulation and decoration cell board that bottom has installed
On, using the spacing for mounting two decoration panels in positioner regulation longitudinal direction, then repeat step 3）.
Steel construction assembled architecture unit combined wall is existing relatively only using insulation and decoration cell board and master unit wall
Vertical prefabricated functional structure, there is overall organic assembling combining structure again, make this steel construction assembled architecture unit combined wall knot
Structure is compact, and assembling is good, and performance is outstanding, fashionable appearance, while improves installation quality and installation effectiveness.
Insulation and decoration cell board is the heat preservation decoration integrative unit plate type structure of prefabrication, and integral hoisting is assembled, no
Plate dimensional accuracy, wall quality are improve only, so as to shorten the set-up time at scene, improves installation effectiveness.Wherein steel dragon
Bone is connected with tie-beam, ensures the stability in the insulation and decoration cell board centre position after mounting.
In the upper and lower end of vertical steel joist, plug connector is set, connected structure is not only convenient for installing, securely, and
It ensure that the positioning precision and stability of the insulation and decoration cell board bottom position after mounting.
Outer surface of the finish coat as wall, various materials can be used to embody different decorative effects.
After warming plate and interior wall layers are prefabricated in the factory into standard element, using tie-beam by the inner plating and outer layer of interior wall layers
Plate is fixedly connected as overall interior wall layers, whole wall body structure is formed one, is not only improved installation effectiveness, is connected firmly,
Tie-beam is mounted in warming plate simultaneously, is not take up wall space, master unit wall is bonded with insulation and decoration cell board.
The interior wall layers of master unit wall using two layers of aerated concrete panel arranged side by side, wherein the aerated concrete panel of internal layer with
Warming plate fills the lower section wall space of girder steel jointly, and both sides are concordant with girder steel, forms main wall body, makes girder steel not exposed, wall
Flat appearance；The aerated concrete panel of outer layer wraps up girder steel, as fireprotection layer and internal decorative layer, plays what is protected and decorate
Effect.
Mount positioner to be arranged in the open slot of floor plates, be easy to uniformly mount insulation and decoration cell board, not only save
Save space, and make more compact structure between insulation and decoration cell board and master unit wall.
The concrete structure for mounting positioner specifically is disclosed, makes insulation and decoration unit adjustable in horizontal and vertical position
Section.
Adopt and steel construction assembled architecture unit combined wall is assembled with the aforedescribed process, not only improve assembling effect
Rate, and the surface smoothness of insulation and decoration cell board is ensure that, and ensure that the compact-sized degree of master unit wall.
Brief description of the drawings
Fig. 1 is the overall structure diagram of steel construction assembled architecture unit combined wall.
Fig. 2 is the mounting of insulation and decoration cell board and master unit wall scheme of installation.
Fig. 3 is that partial enlarged drawing is assembled at steel construction assembled architecture unit combined wall girder steel.
Fig. 4 is that partial enlarged drawing is assembled at steel construction assembled architecture unit combined wall tie-beam.
Fig. 5 is the grafting schematic diagram of upper and lower plug connector.
Fig. 6 is to mount positioning device structure schematic diagram.
Fig. 7 is Fig. 6 partial enlarged drawing.
Embodiment
As depicted in figs. 1 and 2, a kind of steel construction assembled architecture unit combined wall, including floor plates 10 and girder steel 6,
Unit combined wall includes insulation and decoration cell board and master unit wall, and between two adjacent floor plates 10；Insulation
Connected between decorating unit plate and girder steel 6 by mounting positioner；Horizontal tie-beam 7 is set between two girder steels 6, led to
Tie-beam 7 and girder steel 6 are crossed as connection hinge and assembly foundation, master unit wall and insulation and decoration cell board are connected as entirety
Modular combined wall.Be linked and packed basis of the tie-beam 7 as interior wall layers simultaneously, is fixed into by the interior wall laminate of screw rod 17
For the interior wall layers of entirety.By setting tie-beam, each prefabricated building blocks of function of unit combined wall is organically connected combination and exist
Together, overall wall is formed.
Described insulation and decoration cell board is the heat preservation decoration integrative unit plate type structure of prefabrication, and integral hoisting fills
Match somebody with somebody；Concrete structure is that outer layer is finish coat 1, and finish coat 1 is metal, stone material, ceramics, clay or cement material, and centre sets insulation
Layer 2, the back side is steel joist 3, and finish coat 1 is bolted with steel joist 3；Wherein steel joist 3 is connected with tie-beam 7.Wherein
The framework of steel joist 3 is made up of circumferential side frame keel and middle vertical uniform reinforcement keel connection, finish coat 1 and heat-insulation layer 2
It is secured by bolts on the framework of steel joist 3；Insulation and decoration cell board is connected by vertically strengthening keel with tie-beam 7；Upper company
Fitting 4 is fixed on the upper end of the vertical frame keel in both sides of steel joist 3, and in both sides, vertical frame keel and/or centre are vertical
The upper end for strengthening keel is provided with upper plug connector 5, and its lower end part installs the lower plug connector 17 of corresponding upper plug connector 5；Insulation
Plug connector 17 is inserted under the plug connector 5 of the upper end of the decorating unit slab keel 3 insulation and decoration cell board bottom adjacent with lastblock
Connect, as shown in figure 5, ensure that the positioning precision and stability of the insulation and decoration cell board bottom position after mounting.
Described master unit wall is made up of warming plate 8 and interior wall layers 9；Master unit wall is with steel structure girder 6 and tie-beam 7
For reference for installation center and basis, and tie-beam 7 is embedded in warming plate 8；Interior wall layers 9 are filled in the steel structure girder of corresponding upper end
Between 6 and the floor plates 10 of lower end；Interior wall layers 9 are connected by screw rod with tie-beam 7 and steel structure girder 6, by warming plate 8 and interior wall
Layer 9 fixes the master unit wall being integrally formed；Wherein warming plate 8 and interior wall layers 9 are prefabricated standard element.
As shown in Figures 2 and 3, the interior wall layers 9 of described master unit wall are made up of two layers of aerated concrete panel, its China and foreign countries
Girder steel 6 and below wall of the laminate as side in fireprotection layer parcel room, inner plating are filled out side by side with warming plate 8 as packed layer
Fill in the lower end of girder steel 6 and its web both sides space；The outer surface of inner plating and the outer surface of warming plate 8 and the edge of a wing of girder steel 6
Plate both sides are flushed, and outer surface and the lamina rara externa of inner plating are brought into close contact；The outer surface of warming plate 8 and the dragon of insulation and decoration cell board
Bone 3 is bonded；Inner plating and the thickness sum of warming plate 8 and the lower flange of girder steel 6 are wide.
As shown in Figure 6 and Figure 7, some open slots are evenly equipped with the end of floor plates 10 edge, the steel knot at each open slot
Set on structure beam 6 and mount positioner, mounting positioning device structure is, horizontal bolt is set between two risers
11, adjusting nut 12 is provided with bolt；At the insulation and decoration cell board upper end back side, the structure upper connector of L hooks is set
4, stop nut 13 is welded with the side of upper connector 4, clamping screw 14, clamping screw are threadedly coupled on stop nut 13
14 bottom surface holds out against bolt 11, and locking nut 15 is threadedly coupled on clamping screw 14.
A kind of assembly method of steel construction assembled architecture unit combined wall, comprises the following steps：
1）Girder steel 6 is the main structural frame component of building, after main structural frame installs, installs horizontal tie-beam 7,
As the body supports framework of unit combined wall, installation foundation and connection tie；
2）Prefabrication insulation and decoration cell board：According to the structure design size of building, the framework of steel joist 3 is assembled first, then
Finish coat 1 and heat-insulation layer 2 are bolted on the framework of steel joist 3, form insulation and decoration cell board；The framework two of steel joist 3
The upper plug connector 5 at end is provided with hole for hoist, and upper connector 4 is set on steel joist 3；
3）By the hole for hoist on plug connector prefabricated insulation and decoration cell board is lifted into by erection sequence with special hanger pre-
Dingan County's holding position；By upper connector 4 modular combined wall be mounted on girder steel 6 corresponding to mount on positioner, lead to
Cross plug connector 5 and lower plug connector 17 positions lower end, adjusted by upper connector 4 above and below plate face, longitudinal separation, equal plate face
It is whole；
4）Fill the warming plate 8 in the web side space of girder steel 6；
5）It is connected by bolt by keel are strengthened with tie-beam 7；
6）Screw rod 16 is set on steel structure girder 6 and tie-beam 7, the warming plate 8 of the lower end of girder steel 6 is filled, by interior wall layers 9
Layer aerated concrete panel installation is filled in the underlying space of girder steel 6, then in installation wall layers 9 outer layer aerated concrete panel, and
Tie-beam 7 is fixed on using the screw rod 16 at middle part, the upper and lower side screw rod 16 of outer layer aerated concrete panel is fixed on girder steel 6 and building
On fixation subscript on laminate 10；
7）Lift adjacent transverse insulation and decoration cell board when, upper connector be articulated in corresponding to mount on positioner, using extension
The spacing of the horizontal two insulation and decoration cell boards of positioner regulation is filled, then repeat step 4）；
8）When lifting adjacent longitudinal insulation and decoration cell board, upper connector be articulated in corresponding to mount on positioner, insulation dress
The lower plug connector 17 of the steel joist 3 of decorations cell board bottom is plugged on the upper grafting for the insulation and decoration cell board that bottom has installed
On part 5, using the spacing for mounting two decoration panels in positioner regulation longitudinal direction, then repeat step 3）.
Claims (9)
1. a kind of steel construction assembled architecture unit combined wall, including floor plates（10）And girder steel（6）, it is characterised in that：It is single
First combined wall includes insulation and decoration cell board and master unit wall, and is located at two adjacent floor plates（10）Between；Insulation
Decorating unit plate and girder steel（6）Between by mount positioner connect；In two girder steels（6）Between horizontal tie-beam is set
（7）, pass through tie-beam（7）And girder steel（6）Master unit wall and insulation and decoration cell board are connected as overall modular compound
Wall.
2. steel construction assembled architecture unit combined wall as claimed in claim 1, it is characterised in that：Described insulation and decoration
Cell board is the heat preservation decoration integrative unit plate type structure of prefabrication, and integral hoisting is assembled；Concrete structure is that outer layer is decorations
Surface layer（1）, centre sets heat-insulation layer（2）, the back side is steel joist（3）, finish coat（1）With steel joist（3）It is bolted；Wherein
Steel joist（3）With tie-beam（7）Connection.
3. steel construction assembled architecture unit combined wall as claimed in claim 2, it is characterised in that：Described steel joist
（3）Framework, it is made up of circumferential side frame keel and middle vertical uniform reinforcement keel connection, finish coat（1）And heat-insulation layer（2）
It is secured by bolts in steel joist（3）On framework；Insulation and decoration cell board is by vertically strengthening keel and tie-beam（7）Connection；
Upper connector（4）It is fixed on steel joist（3）The vertical frame keel in both sides upper end, in both sides vertical frame keel and/or
The middle vertical upper end for strengthening keel is provided with upper plug connector（5）, its lower end part, which has installed, corresponds to upper plug connector（5）Underthrust
Fitting（17）；Insulation and decoration cell board steel joist（3）The plug connector of upper end（5）The insulation and decoration cell board adjacent with lastblock
Plug connector under bottom（17）Grafting.
4. steel construction assembled architecture unit combined wall as claimed in claim 1, it is characterised in that：Described finish coat is (1)
For metal, stone material, ceramics, clay or cement material.
5. steel construction assembled architecture unit combined wall as claimed in claim 1, it is characterised in that：Described master unit wall
Body is by warming plate（8）With interior wall layers（9）Composition；Master unit wall is with steel structure girder（6）And tie-beam（7）For reference for installation center
And basis, and tie-beam（7）It is embedded in warming plate（8）In；Interior wall layers（9）It is filled in the steel structure girder of corresponding upper end（6）With under
The floor plates at end（10）Between；Interior wall layers（9）Pass through screw rod and tie-beam（7）And steel structure girder（6）Connection, by warming plate（8）
With interior wall layers（9）The fixed master unit wall being integrally formed；Wherein warming plate（8）With interior wall layers（9）For prefabricated standard element.
6. steel construction assembled architecture unit combined wall as claimed in claim 5, it is characterised in that：Described master unit wall
The interior wall layers of body（9）It is made up of two layers of aerated concrete panel, wherein girder steel of the lamina rara externa as side in fireprotection layer parcel room（6）
And wall below, inner plating and warming plate（8）Girder steel is filled in side by side as packed layer（6）Lower end and its web both sides it is empty
Between；The outer surface of inner plating and warming plate（8）Outer surface and girder steel（6）Flange plate both sides flush, the outer surface of inner plating
It is brought into close contact with lamina rara externa；Warming plate（8）Outer surface and insulation and decoration cell board keel（3）Fitting；Inner plating and insulation
Plate（8）Thickness sum and girder steel（6）Lower flange it is wide.
7. steel construction assembled architecture unit combined wall as claimed in claim 1, it is characterised in that：In floor plates（10）'s
End edge is evenly equipped with some open slots, the steel structure girder at each open slot（6）Upper setting mounts positioner.
8. steel construction assembled architecture unit combined wall as claimed in claim 7, it is characterised in that：Described mounts positioning
Apparatus structure is that horizontal bolt is set between two risers（11）, adjusting nut is provided with bolt（12）；
At the insulation and decoration cell board upper end back side, the structure upper connector of L hooks is set（4）, in upper connector（4）Side be welded with
Stop nut（13）, in stop nut（13）Upper threaded connection clamping screw（14）, clamping screw（14）Bottom surface hold out against positioning
Bolt（11）, clamping screw（14）Upper threaded connection locking nut（15）.
9. a kind of assembly method of steel construction assembled architecture unit combined wall, it is characterised in that comprise the following steps：
1）Girder steel（6）It is the main structural frame component of building, after main structural frame installs, horizontal tie-beam is installed
（7）, as the body supports framework of unit combined wall, installation foundation and connection tie；
2）Prefabrication insulation and decoration cell board：According to the structure design size of building, steel joist is assembled first（3）Framework, so
Afterwards by finish coat（1）And heat-insulation layer（2）It is bolted to steel joist（3）On framework, insulation and decoration cell board is formed；Steel joist
（3）The upper plug connector at framework both ends（5）Hole for hoist is provided with, in steel joist（3）Upper setting upper connector（4）；
3）By the hole for hoist on plug connector prefabricated insulation and decoration cell board is lifted into by erection sequence with special hanger pre-
Dingan County's holding position；Pass through upper connector（4）Modular combined wall is mounted on girder steel（6）Positioner is mounted corresponding to upper
On, pass through upper plug connector（5）And lower plug connector（17）Lower end is positioned, passes through upper connector（4）Adjust plate face up and down, it is front and rear away from
From making plate face smooth；
4）Fill girder steel（6）Web side space warming plate（8）；
5）Keel and tie-beam will be strengthened by bolt（7）Connection；
6）In steel structure girder（6）Upper setting screw rod（16）, fill girder steel（6）Lower end warming plate（8）, by interior wall layers（9）It is interior
Layer aerated concrete panel installation is filled in girder steel（6）Underlying space, then installation in wall layers（9）Outer layer air entrained concrete
Plate, and utilize the screw rod at middle part（16）It is fixed on tie-beam（7）, the upper and lower side of outer layer aerated concrete panel is bolted to steel
Beam（6）And floor plates（10）On fixation subscript on；
7）Lift adjacent transverse insulation and decoration cell board when, upper connector be articulated in corresponding to mount on positioner, using extension
The spacing of the horizontal two insulation and decoration cell boards of positioner regulation is filled, then repeat step 4）；
8）When lifting adjacent longitudinal insulation and decoration cell board, upper connector be articulated in corresponding to mount on positioner, insulation dress
Adorn the steel joist of cell board bottom（3）Lower plug connector（17）It is plugged on the upper of the insulation and decoration cell board that bottom has installed
Plug connector（5）On, using the spacing for mounting two decoration panels in positioner regulation longitudinal direction, then repeat step 3）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711471832.1A CN107859204B (en) | 2017-12-29 | 2017-12-29 | Steel structure assembled building unit composite wall and assembling method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711471832.1A CN107859204B (en) | 2017-12-29 | 2017-12-29 | Steel structure assembled building unit composite wall and assembling method thereof |
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| CN107859204A true CN107859204A (en) | 2018-03-30 |
| CN107859204B CN107859204B (en) | 2023-09-12 |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109779096A (en) * | 2018-11-23 | 2019-05-21 | 云南建丰建筑工程有限公司 | A kind of light compound interior wallboard system and its assembly method |
| CN111364649A (en) * | 2020-03-24 | 2020-07-03 | 林少燕 | Assembly type series components for assembling steel structure building wall |
| CN111485642A (en) * | 2020-04-21 | 2020-08-04 | 西安建筑科技大学 | Composite fireproof heat-insulating wall |
| CN113006324A (en) * | 2021-03-19 | 2021-06-22 | 中建七局第一建筑有限公司 | Sandwich plate installation method for steel structure factory building |
| CN114525845A (en) * | 2022-03-16 | 2022-05-24 | 陈明晖 | Low multilayer assembled heat preservation energy-saving building |
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| CN115217237B (en) * | 2022-04-12 | 2023-10-27 | 中冶建工集团有限公司 | External wall system for assembled steel structure building |
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