CN108222337A - Assembling type steel structure builds out-hung panel and its modularization installation method - Google Patents
Assembling type steel structure builds out-hung panel and its modularization installation method Download PDFInfo
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- CN108222337A CN108222337A CN201611200433.7A CN201611200433A CN108222337A CN 108222337 A CN108222337 A CN 108222337A CN 201611200433 A CN201611200433 A CN 201611200433A CN 108222337 A CN108222337 A CN 108222337A
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- Prior art keywords
- link block
- plate
- short slab
- assembling type
- type steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 73
- 239000010959 steel Substances 0.000 title claims abstract description 73
- 238000009434 installation Methods 0.000 title claims abstract description 23
- 238000000034 method Methods 0.000 title claims abstract description 13
- 238000010276 construction Methods 0.000 claims abstract description 20
- 239000004088 foaming agent Substances 0.000 claims description 22
- 239000002985 plastic film Substances 0.000 claims description 11
- 238000005553 drilling Methods 0.000 claims description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 239000003795 chemical substances by application Substances 0.000 claims description 6
- 239000012530 fluid Substances 0.000 claims description 6
- 238000003032 molecular docking Methods 0.000 claims description 6
- 239000000565 sealant Substances 0.000 claims description 6
- 239000006260 foam Substances 0.000 claims description 5
- 238000005516 engineering process Methods 0.000 claims description 4
- 102000011842 Serrate-Jagged Proteins Human genes 0.000 claims description 3
- 108010036039 Serrate-Jagged Proteins Proteins 0.000 claims description 3
- 238000004140 cleaning Methods 0.000 claims description 3
- 239000000428 dust Substances 0.000 claims description 3
- 238000007667 floating Methods 0.000 claims description 3
- -1 furfuryl alcohol modified urea Chemical class 0.000 claims description 3
- 230000000977 initiatory effect Effects 0.000 claims description 3
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 230000010412 perfusion Effects 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 239000000725 suspension Substances 0.000 claims description 3
- 229920001807 Urea-formaldehyde Polymers 0.000 claims description 2
- ODGAOXROABLFNM-UHFFFAOYSA-N polynoxylin Chemical compound O=C.NC(N)=O ODGAOXROABLFNM-UHFFFAOYSA-N 0.000 claims description 2
- XPFVYQJUAUNWIW-UHFFFAOYSA-N furfuryl alcohol Natural products OCC1=CC=CO1 XPFVYQJUAUNWIW-UHFFFAOYSA-N 0.000 claims 2
- 239000007787 solid Substances 0.000 claims 1
- 210000003195 fascia Anatomy 0.000 abstract description 4
- 239000000463 material Substances 0.000 description 8
- 241000256602 Isoptera Species 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005187 foaming Methods 0.000 description 2
- 230000010410 reperfusion Effects 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6125—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface
-
- 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
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6801—Fillings therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/162—Handles to carry construction blocks
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of assembling type steel structures to build out-hung panel, including steel construction and the plate being fixed on steel construction, plate includes long plate body and short slab body, junction is both provided with clinch between long plate body and short slab body and between short slab body and short slab body, plate both ends are respectively arranged with perpendicular across the link block I between upper long plate body, short slab body and lower body and link block II, and long plate body and short slab body end portion are respectively arranged with the groove of link block I or link block II；The invention also discloses the modularization installation methods of assembling type steel structure building out-hung panel；The present invention is fluted by the end set in plate body, using being provided with link block in groove, when being assembled into plate under the link block is online, the fit tolerance between overlap joint recess portion and corresponding overlap joint protrusion can be adjusted, it is bolted on steel construction in plate, it can avoid moving between plate up and down, and can make that link block is coordinated at perps between plate and plate, the intensity for improving its poor waterproof properties and Side fascia is low.
Description
Technical field
The technical field that the invention belongs to be made of barrier material and concrete, building stones or stone class material, is specifically related to
A kind of assembling type steel structure building out-hung panel and its modularization installation method.
Background technology
The upper surface of assembling type steel structure building out-hung panel is formed with overlap joint recess portion on existing market；Corresponding assembling
Formula steel building out-hung panel forms overlap joint protrusion close to opposite side lower surface, and adjacent two pieces of assembling type steel structures are built during installation
It builds out-hung panel and is connected by overlapping recess portion with corresponding overlap joint protrusion, then two pieces of assembling type outer walls are bolted
On steel construction, lower whole assembling and when mounting hanger are in level to this assembling type steel structure building out-hung panel online
It places, suspender is removed after the completion of lifting, assembling type steel structure building out-hung panel prevents it in addition to bolt is fixedly connected
Outside toppling over and coming off, upper assembling type steel structure building out-hung panel in the assembling type steel structure building out-hung panel being vertically connected with
Most of Gravity support is built on overlap joint recess portion or overlap joint protrusion due to being fixed on bolt on steel construction with assembling type steel structure
Build gap between out-hung panel mounting hole and overlap joint recess portion and it is corresponding overlap between protrusion that there are fit tolerances, easily go out
It is now shifted between assembling type steel structure building out-hung panel up and down, assembling type steel structure builds the surfacing of out-hung panel
Degree is inadequate, makes to can not achieve at perps between assembling type steel structure building out-hung panel and assembling type steel structure building out-hung panel
It being fully sealed, poor waterproof properties, the intensity of wall is low,
Invention content
In view of this, the purpose of the present invention is to provide assembling type steel structure building out-hung panel and its modularization installation sides
Method, assembling type steel structure building out-hung panel and its modularization installation method are fluted by the end set in plate body, profit
Link block is provided in groove, when being assembled into plate under the link block is online, overlap joint recess portion can be adjusted and taken with corresponding
The fit tolerance between protrusion is connect, is bolted on steel construction in plate, can avoid moving between plate up and down
It is dynamic, and can make that link block is coordinated at perps between plate and plate, improve its poor waterproof properties and Side fascia
Intensity is low.
In order to achieve the above object, a kind of assembling type steel structure building out-hung panel of the present invention, including by steel column, upper girder steel
The steel construction to be formed and no less than 1 row and the plate being bolted on steel construction side wall, the plate are connected with lower girder steel
Block includes a pair of horizontally disposed long plate body up and down and is arranged between long plate body and the short slab body of no less than 2 rows, the long slab
Junction is both provided with clinch between body and short slab body and between short slab body and short slab body, and the plate both ends are set respectively
Have and erect across the link block I between upper long plate body, short slab body and lower body and link block II, the long plate body and short slab body end portion
It is respectively arranged with the groove of link block I or link block II.
Further, window frame is provided on the plate, is connect around the window frame with short slab body.
Further, the width of the link block I and link block II is set as the 1/2~2/3 of plate width, the link block
The height that groove is extended in I and link block II upper surfaces is 5~10mm.
Further, contact surface is respectively set to concave and convex surface between the link block I and link block II.
Further, serrate slot is correspondingly arranged on the surface contacted between the link block I and link block II.
Further, cavity is arranged at intervals in the link block I and link block II, foaming agent is provided in the cavity,
Be provided on the link block I and link block II side walls connected with cavity go out agent hole, the link block I and link block II surfaces
On close out agent hole covered with one layer plastic sheet or film.
Further, the foaming agent is set as mixed foaming agent, and foaming agent is set as Lauxite in link block I, described
Foaming agent is set as furfural alcohol modified urea formaldehyde resin in link block II.
The invention also discloses a kind of modularization installation methods of assembling type steel structure building out-hung panel, and step is such as
Under:
1) prepared by long plate body, short slab body and link block：ALC wallboards are made according to standard specification in long plate body and short slab body, and two
There are groove, link block is used made of iron sheet or plastic skin for side,
2) the position wallboard that will be determined, sorts by erection sequence, and number is transported to scene, steel construction by the requirement of drawing technology into
Row installation；
3) plate group pair：By 1 pair of long plate body and much lifted successively to platform for lining with 2 pairs of short slab bodies and scrabble up plate,
It is closely connected between long plate body and short slab body and between short slab body and short slab body, end will flush, by link block I and link block
II is connected in the groove at plate both ends；
4) suspender is installed：Suspender is in place using crane lifting, it is in place after bottom fixed with platform for lining with axis pin, suspender and
Per block length plate body or short slab body is connected using screw rod；Screw hole uses the impact drilling, and screw rod is penetrated, twisted with nut from lower to upper
Enter fixation；
5) HOOK BOLTS mounting hole is bored：It is first positioned before drilling, position line is popped up using print cartridge line, after popping up position line
Start to drill；
6) wallboard lifts：Set on suspender there are two lifting lug, during lifting by two isometric hoist cables by snap ring respectively with hanging
Ear connects；Then wallboard is slowly sling, after wallboard is stood directly, removes suspender bottom axis pin, then rotary suspension arm, wallboard is hung
To installation site；
7) HOOK BOLTS is installed：After wallboard is hung to installation site, wallboard and steel construction relative position are adjusted, is then started
Carry out HOOK BOLTS installation；
8) suspender is removed：It treats that all HOOK BOLTS fixations finish, suspender and wallboard connecting screw is removed one by one, then will
Suspender is hung to next plate assembling position, continues next piece of plate lifting；
9) wallboard jointing：Transverse joint is docked than shallower, first opposite joint carries out surface cleaning before jointing, removes surface floating dust, then
Special seal gum is perfused along transverse joint direction, fluid sealant perfusion is uniform, smooth, and the position deeper to gap can be first to use PE
Stick is filled up, then Reperfu- sion fluid sealant, and docking perps is deep, and depth is equal to plate thickness, and width is usually 10mm~20mm, to this
The processing scheme of seam is slightly different with docking transverse joint, is first crammed to transverse joint depth with extruded sheet, is then crammed again with PE sticks,
Special seal gum capping is finally used again.
Further, be provided with foaming agent in the link block I and link block II, before jointing, tear initiation link block I and
The one layer of plastic sheet or film covered on link block II surfaces, after waiting foaming agent foams 1~2 hour, then proceeds by jointing
Processing.
The beneficial effects of the present invention are：
1st, assembling type steel structure building out-hung panel and its modularization installation method of the present invention are set by the end in plate body
Groove is equipped with, using link block is provided in groove, when being assembled into plate under the link block is online, overlap joint recess portion can be adjusted
Fit tolerance between corresponding overlap joint protrusion, is bolted in plate on steel construction, can avoid plate up and down
Between move, and can make that link block is coordinated at perps between plate and plate, improve its poor waterproof properties with
And the intensity of Side fascia is low；
2nd, assembling type steel structure building out-hung panel and its modularization installation method of the present invention pass through in plate stitching portion
It is provided between two neighboring link block and is correspondingly arranged on concave panel and convex, facilitated and carry out lifting positioning, can avoided
It is moved between lower plate, improves working efficiency；
3rd, assembling type steel structure building out-hung panel and its modularization installation method of the present invention pass through in plate stitching portion
Be arranged at intervals with expanded material in two neighboring link block, after plate lifting in place, make expanded material in link block into
Row mixed foaming makes the expanded material in plate stitching portion foam from the inside to the outside, and stitching portion or edge joint position is avoided gap occur
Either gap avoids ant or termite discrepancy edge joint position, improves its water resistance.
Description of the drawings
In order to make the purpose of the present invention, technical solution and advantageous effect clearer, the present invention provides drawings described below and carries out
Explanation：
Fig. 1 is the structure diagram that assembling type steel structure of the present invention builds out-hung panel；
Fig. 2 is the plate body lifting structure graph that assembling type steel structure of the present invention builds out-hung panel；
Fig. 3 builds plate body side view in out-hung panel for assembling type steel structure of the present invention；
Fig. 4 builds stitching portion sectional view in out-hung panel for assembling type steel structure of the present invention.
Description of the drawings：1- steel constructions；2- plates；3- long plate bodys；4- short slab bodies；5- HOOK BOLTSs；6- link blocks I；7- connects
Meet block II；8- window frames；9- suspenders；10- grooves；11- clinch；12- perps；13- foaming agents.
Specific embodiment
Below in conjunction with attached drawing, the preferred embodiment of the present invention is described in detail.
The structure diagram of out-hung panel is built for assembling type steel structure of the present invention as shown in Figure 1；It is illustrated in figure 2 this hair
The plate body lifting structure graph of bright assembling type steel structure building out-hung panel；It is illustrated in figure 3 assembling type steel structure of the present invention
Build plate body side view in out-hung panel；Stitching portion in assembling type steel structure building out-hung panel of the present invention is illustrated in figure 4 to cut open
View；A kind of assembling type steel structure building out-hung panel of the present invention, including connecting the steel formed by steel column, upper girder steel and lower girder steel
Structure 1 and no less than 1 row and the plate 2 being bolted on steel construction side wall, the plate 2 include a pair of horizontal up and down
It the long plate body 3 of setting and is arranged between long plate body 3 and the short slab body 4 of no less than 2 rows, between the long plate body 3 and short slab body 4
And junction is both provided with clinch 11 between short slab body 4 and short slab body 4,2 both ends of plate be respectively arranged with it is perpendicular across
Link block I6 and link block II7 between upper long plate body, short slab body and lower body, the long plate body 3 and 4 end of short slab body difference
It is provided with the groove 10 of link block I6 or link block II7.
The present embodiment is fluted by the end set in plate body, using being provided with link block in groove, the link block
When being assembled into plate under online, the fit tolerance between overlap joint recess portion and corresponding overlap joint protrusion can be adjusted, is passed through in plate
Bolt is fixed on steel construction, can avoid moving, and can make perps between plate and plate between plate up and down
Place's link block is coordinated, and the intensity for improving its poor waterproof properties and Side fascia is low.
Further, window frame 8 is provided on the preferred plate 2, is connect around the window frame 8 with short slab body 4.
Further, the width of the preferred link block I6 and link block II7 is set as the 1/2~2/3 of plate width, institute
It states link block I6 and to extend the height of groove 10 is 5~10mm for link block II7 upper surfaces.
Further, contact surface is respectively set to concave and convex surface between the preferred link block I6 and link block II7, this
Embodiment is correspondingly arranged on concave panel and convex by being provided between the two neighboring link block of plate stitching portion, convenient
Lifting positioning is carried out, can avoid moving between plate up and down, improve working efficiency, the present embodiment can also use another
Structure is planted, serrate slot is correspondingly arranged on the surface contacted between the preferred link block I6 and link block II7.
Further, cavity is arranged at intervals in the preferred link block I6 and link block II7, is provided in the cavity
Be provided on foaming agent 13, the link block I6 and link block II7 side walls connected with cavity go out agent hole, the link block I and
The plastic sheet or film for closing out agent hole covered with one layer on link block II surfaces, the present embodiment pass through in plate stitching portion
Be arranged at intervals with expanded material in two neighboring link block, after plate lifting in place, make expanded material in link block into
Row mixed foaming makes the expanded material in plate stitching portion foam from the inside to the outside, and stitching portion or edge joint position is avoided gap occur
Either gap avoids ant or termite discrepancy edge joint position, improves its water resistance.
Further, the preferred foaming agent is set as mixed foaming agent, and foaming agent is set as ureaformaldehyde tree in link block I
Fat, foaming agent is set as furfural alcohol modified urea formaldehyde resin in the link block II.
The invention also discloses a kind of modularization installation methods of assembling type steel structure building out-hung panel, and step is such as
Under:
1) prepared by long plate body, short slab body and link block：ALC wallboards are made according to standard specification in long plate body and short slab body, and two
There are groove, link block is used made of iron sheet or plastic skin for side,
2) the position wallboard that will be determined, sorts by erection sequence, and number is transported to scene, steel construction by the requirement of drawing technology into
Row installation；
3) plate group pair：By 1 pair of long plate body and much lifted successively to platform for lining with 2 pairs of short slab bodies and scrabble up plate,
It is closely connected between long plate body and short slab body and between short slab body and short slab body, end will flush, by link block I and link block
II is connected in the groove at plate both ends；
4) suspender is installed：Suspender is in place using crane lifting, it is in place after bottom fixed with platform for lining with axis pin, suspender and
Per block length plate body or short slab body is connected using screw rod；Screw hole uses the impact drilling, and screw rod is penetrated, twisted with nut from lower to upper
Enter fixation；
5) HOOK BOLTS mounting hole is bored：It is first positioned before drilling, position line is popped up using print cartridge line, after popping up position line
Start to drill；
6) wallboard lifts：Set on suspender 9 there are two lifting lug, during lifting by two isometric hoist cables by snap ring respectively with hanging
Ear connects；Then wallboard is slowly sling, after wallboard is stood directly, removes suspender bottom axis pin, then rotary suspension arm, wallboard is hung
To installation site；
7) HOOK BOLTS 5 is installed：After wallboard is hung to installation site, wallboard and steel construction relative position, Ran Houkai are adjusted
Begin to carry out HOOK BOLTS installation；
8) suspender is removed：It treats that all HOOK BOLTS fixations finish, suspender and wallboard connecting screw is removed one by one, then will
Suspender is hung to next plate assembling position, continues next piece of plate lifting；
9) wallboard jointing：Horizontal joint is docked than shallower, first opposite joint carries out surface cleaning before jointing, removes surface floating dust, so
Special seal gum is perfused along transverse joint direction afterwards, fluid sealant perfusion is uniform, smooth, and the position deeper to gap can be first to use
PE sticks are filled up, then Reperfu- sion fluid sealant, and docking perps 12 is deep, and depth is equal to plate thickness, and width is usually 10mm~20mm,
It is slightly different with docking transverse joint to the processing scheme of this seam, it is first crammed with extruded sheet to transverse joint depth, then uses PE sticks again
It crams, finally uses special seal gum capping again.
Further, be provided with foaming agent in the link block I and link block II, before jointing, tear initiation link block I and
The one layer of plastic sheet or film covered on link block II surfaces, after waiting foaming agent foams 1~2 hour, then proceeds by jointing
Processing.
Finally illustrate, preferred embodiment above is merely illustrative of the technical solution of the present invention and unrestricted, although logical
It crosses above preferred embodiment the present invention is described in detail, however, those skilled in the art should understand that, can be
Various changes are made to it in form and in details, without departing from claims of the present invention limited range.
Claims (9)
1. a kind of assembling type steel structure builds out-hung panel, it is characterised in that：Including connecting shape with lower girder steel by steel column, upper girder steel
Into steel construction and no less than 1 row and the plate being bolted on steel construction side wall, the plate include it is a pair of up and down
It horizontally disposed long plate body and is arranged between long plate body and the short slab body of no less than 2 rows, between the long plate body and short slab body
And junction is both provided with clinch between short slab body and short slab body, the plate both ends are respectively arranged with perpendicular across upper long slab
Link block I and link block II between body, short slab body and lower body, the long plate body and short slab body end portion are respectively arranged with connection
The groove of block I or link block II.
2. assembling type steel structure according to claim 1 builds out-hung panel, it is characterised in that：It is provided on the plate
Window frame is connect with short slab body around the window frame.
3. assembling type steel structure according to claim 1 builds out-hung panel, it is characterised in that：The link block I and company
The width for meeting block II is set as the 1/2~2/3 of plate width, and groove is extended in the link block I and link block II upper surfaces
Highly it is 5~10mm.
4. assembling type steel structure according to claim 1 builds out-hung panel, it is characterised in that：The link block I and company
Contact surface is respectively set to concave and convex surface between meeting block II.
5. assembling type steel structure according to claim 1 builds out-hung panel, it is characterised in that：The link block I and company
It connects and is correspondingly arranged serrate slot on the surface contacted between block II.
6. assembling type steel structure according to claim 1 builds out-hung panel, it is characterised in that：The link block I and company
It connects and cavity is arranged at intervals in block II, foaming agent is provided in the cavity, is set on the link block I and link block II side walls
There is what is connected with cavity to go out agent hole, the plastic sheet for closing out agent hole covered with one layer on the link block I and link block II surfaces
Or film.
7. assembling type steel structure according to claim 1 builds out-hung panel, it is characterised in that：The foaming agent is set as
Mixed foaming agent, foaming agent is set as Lauxite in link block I, and foaming agent is set as furfuryl alcohol modified urea in the link block II
Urea formaldehyde.
8. a kind of modularization installation side for preparing claim 1~7 any one of them assembling type steel structure building out-hung panel
Method, it is characterised in that：Its step are as follows:
1) prepared by long plate body, short slab body and link block：ALC wallboards are made according to standard specification in long plate body and short slab body, and both sides are stayed
Fluted, link block is used made of iron sheet or plastic skin,
2) the position wallboard that will be determined, sorts by erection sequence, and number is transported to scene, and steel construction is pacified by drawing technology requirement
Dress；
3) plate group pair：It is much lifted with 2 pairs of short slab bodies by 1 pair of long plate body and successively to platform for lining and scrabbles up plate, long slab
It is closely connected between body and short slab body and between short slab body and short slab body, end will flush, by II points of link block I and link block
It is not connected in the groove at plate both ends；
4) suspender is installed：Suspender is in place using crane lifting, it is in place after bottom fixed with platform for lining with axis pin, suspender and every piece
Long plate body or short slab body are connected using screw rod；Screw hole uses the impact drilling, and screw rod penetrates from lower to upper, is screwed into nut solid
It is fixed；
5) HOOK BOLTS mounting hole is bored：It is first positioned before drilling, position line is popped up using print cartridge line, is started after popping up position line
Drilling；
6) wallboard lifts：It is set on suspender there are two lifting lug, when lifting connects two isometric hoist cables by snap ring with lifting lug respectively
It connects；Then wallboard is slowly sling, after wallboard is stood directly, removes suspender bottom axis pin, then rotary suspension arm, peace is hung to by wallboard
Holding position；
7) HOOK BOLTS is installed：After wallboard is hung to installation site, wallboard and steel construction relative position are adjusted, is then proceeded by
HOOK BOLTS is installed；
8) suspender is removed：It treats that all HOOK BOLTS fixations finish, suspender and wallboard connecting screw is removed one by one, then by suspender
Next plate assembling position is hung to, continues next piece of plate lifting；
9) wallboard jointing：Surface cleaning first is carried out to docking transverse joint before jointing, removes surface floating dust, is filled then along transverse joint direction
Special seal gum is noted, fluid sealant perfusion is uniform, smooth, and the docking perps deeper to gap is first filled up with PE sticks, is then filled again
Note fluid sealant.
9. the modularization installation method of assembling type steel structure building out-hung panel as claimed in claim 8, it is characterised in that：
In step 9), foaming agent is provided in the link block I and link block II, before jointing, tear initiation link block I and link block
The one layer of plastic sheet or film covered on II surfaces after waiting foaming agent foams 1~2 hour, then proceeds by jointing processing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611200433.7A CN108222337A (en) | 2016-12-22 | 2016-12-22 | Assembling type steel structure builds out-hung panel and its modularization installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611200433.7A CN108222337A (en) | 2016-12-22 | 2016-12-22 | Assembling type steel structure builds out-hung panel and its modularization installation method |
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| Publication Number | Publication Date |
|---|---|
| CN108222337A true CN108222337A (en) | 2018-06-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611200433.7A Pending CN108222337A (en) | 2016-12-22 | 2016-12-22 | Assembling type steel structure builds out-hung panel and its modularization installation method |
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| CN (1) | CN108222337A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111058599A (en) * | 2020-01-10 | 2020-04-24 | 王月明 | Leveling strip for building and use method thereof |
| CN114530089A (en) * | 2020-12-01 | 2022-05-24 | 浙江太学科技集团有限公司 | Gap depth adjustable assembly type building outer wall gluing practical training device |
Citations (10)
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| CN206693465U (en) * | 2016-12-22 | 2017-12-01 | 徐州中煤汉泰建筑工业化有限公司 | Assembling type steel structure builds out-hung panel |
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| US20070266651A1 (en) * | 2006-05-18 | 2007-11-22 | Harig Christopher W | Modular panel assemblies for building foundations |
| WO2014166407A1 (en) * | 2013-04-11 | 2014-10-16 | Leng Luhao | Dry hanging wall panel structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111058599A (en) * | 2020-01-10 | 2020-04-24 | 王月明 | Leveling strip for building and use method thereof |
| CN114530089A (en) * | 2020-12-01 | 2022-05-24 | 浙江太学科技集团有限公司 | Gap depth adjustable assembly type building outer wall gluing practical training device |
| CN114530089B (en) * | 2020-12-01 | 2024-03-15 | 浙江太学科技集团有限公司 | Gap depth-adjustable fabricated building outer wall gluing training device |
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