CN102535739A - Prefabricated module board body and outer wall system of curtain wall type building as well as construction method of outer wall system - Google Patents
Prefabricated module board body and outer wall system of curtain wall type building as well as construction method of outer wall system Download PDFInfo
- Publication number
- CN102535739A CN102535739A CN2012100551132A CN201210055113A CN102535739A CN 102535739 A CN102535739 A CN 102535739A CN 2012100551132 A CN2012100551132 A CN 2012100551132A CN 201210055113 A CN201210055113 A CN 201210055113A CN 102535739 A CN102535739 A CN 102535739A
- Authority
- CN
- China
- Prior art keywords
- prefabricated
- plate
- prefabricated block
- inorganic
- block plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 19
- 239000004567 concrete Substances 0.000 claims abstract description 57
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 claims description 121
- 239000010959 steel Substances 0.000 claims description 121
- 239000010410 layer Substances 0.000 claims description 76
- 238000004321 preservation Methods 0.000 claims description 41
- 239000004568 cement Substances 0.000 claims description 26
- 239000003973 paint Substances 0.000 claims description 26
- 230000002787 reinforcement Effects 0.000 claims description 22
- 238000000034 method Methods 0.000 claims description 21
- 239000011490 mineral wool Substances 0.000 claims description 18
- 239000011210 fiber-reinforced concrete Substances 0.000 claims description 15
- 239000012530 fluid Substances 0.000 claims description 15
- 238000011065 in-situ storage Methods 0.000 claims description 15
- 239000000565 sealant Substances 0.000 claims description 15
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 claims description 13
- 229910052802 copper Inorganic materials 0.000 claims description 13
- 239000010949 copper Substances 0.000 claims description 13
- 238000010168 coupling process Methods 0.000 claims description 13
- 238000005859 coupling reaction Methods 0.000 claims description 13
- 230000008878 coupling Effects 0.000 claims description 12
- 238000000576 coating method Methods 0.000 claims description 10
- 210000003141 lower extremity Anatomy 0.000 claims description 10
- 238000005507 spraying Methods 0.000 claims description 10
- 239000003292 glue Substances 0.000 claims description 9
- 239000011229 interlayer Substances 0.000 claims description 9
- 239000000853 adhesive Substances 0.000 claims description 7
- 230000001070 adhesive effect Effects 0.000 claims description 7
- 239000011248 coating agent Substances 0.000 claims description 6
- 230000010412 perfusion Effects 0.000 claims description 6
- 238000004080 punching Methods 0.000 claims description 6
- 238000000926 separation method Methods 0.000 claims description 6
- 238000005452 bending Methods 0.000 claims description 5
- 230000001680 brushing effect Effects 0.000 claims description 3
- 238000002347 injection Methods 0.000 claims description 3
- 239000007924 injection Substances 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 239000011435 rock Substances 0.000 claims description 3
- 210000002268 wool Anatomy 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 5
- 239000004566 building material Substances 0.000 abstract 1
- 239000004744 fabric Substances 0.000 abstract 1
- 239000011449 brick Substances 0.000 description 3
- 238000005034 decoration Methods 0.000 description 3
- 238000009413 insulation Methods 0.000 description 3
- 230000002265 prevention Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000009970 fire resistant effect Effects 0.000 description 2
- 210000004209 hair Anatomy 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000004834 spray adhesive Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000009421 internal insulation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 238000002834 transmittance Methods 0.000 description 1
Images
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention provides a prefabricated module board and an outer wall system of a curtain wall type building as well as a construction method of the outer wall system. The body of the prefabricated module board body adopts a reinforcing fabric concrete structure; a transverse L-shaped clamping groove is formed in the upper edge of the prefabricated module board; prefabricated module board direct-through connecting holes are transversely distributed on the side wall of the transverse L-shaped clamping groove at intervals; a transverse L-shaped bump corresponding to the transverse L-shaped clamping groove in the prefabricated module board adjacent to the lower layer is arranged on the lower edge of the body of the prefabricated module board; and longitudinal internal thread sleeves are vertically pre-buried at the edges on the left side and the right side of an inner lateral surface of the body of the prefabricated module board at intervals. According to the prefabricated module board and the outer wall system of the curtain wall type building as well as the construction method of the outer wall system disclosed by the invention, a structure of an outer wall of a traditional curtain wall type building is improved; the consumption of building materials is reduced; the weight is light; the safety coefficient of the building can be ensured in the service strength; the use cost and the construction cost of materials for a traditional building are greatly reduced; the consumption of resources is reduced; and the aims of saving energy and reducing emission are achieved.
Description
Technical field
The present invention relates to a kind of precast facade body of wall, a kind of building structure external wall system that is spliced by this precast facade body of wall, and worker's method of this building structure external wall system.
Background technology
The external wall system of existing curtain wall formula building has following some shortcoming.The one, aspect the exterior wall of highrise building, existing curtain buildings only is adapted at public arena and office space and uses because there are safety problems such as bump and fire prevention.The 2nd, the combination construction exterior wall cost of available coagulation soil and brick constantly increases, and consumption of raw material is very big, and construction is complicated.The 3rd, existing steel building based on the structure of exterior wall cost and body of wall, is restricted in the development of housing construction.In sum, in the today of advocating energy-saving and emission-reduction, changing building structure and job practices is the direction of policy support, also is the means of market competition.
Summary of the invention
The purpose of this invention is to provide a kind of Prefabricated block plate of curtain wall formula building and worker's method of external wall system and external wall system, the external wall system that solve existing curtain wall formula building only is adapted at public arena and office space use, is not suitable for the problem of housing construction; And the external wall system manufacturing cost that solves existing curtain wall formula building is big, construction complicated technology problem.
For realizing above-mentioned purpose; The present invention adopts following technical scheme: a kind of Prefabricated block plate of curtain wall formula building; Its plate body is the steel fibre reinforced concrete structure; It is characterized in that: the plate body top edge of said Prefabricated block plate is provided with horizontal L shaped draw-in groove; On the sidewall of horizontal L shaped draw-in groove again the lateral separation be distributed with the straight-through connecting hole of Prefabricated block plate, the lower limb of its plate body be provided with lower floor contiguous prefabricated module board on the corresponding horizontal L shaped plush copper of horizontal L shaped draw-in groove, all vertical longitudinal inner thread sleeve that is embedded with at interval of the left and right sides edge of the medial surface of its plate body.
Has the decorative heat preservation layer on the medial surface of its plate body; This decorative heat preservation layer comprises outer inorganic plate, interior inorganic plate, inorganic gusset and fireproof heat insulating rock wool; Said outer inorganic plate and plate body are condensed into one; Said inorganic gusset spaced and parallel is distributed between outer inorganic plate and the interior inorganic plate and with outer inorganic plate and interior inorganic plate and connects as one, and said fireproof heat insulating rock wool is filled in the cavity that outer inorganic plate, interior inorganic plate and inorganic gusset surround.
Said plate body can be flat board or bending plate.
A kind of external wall system of curtain wall formula building; Prefabricated block plate by one one is assembled; It is characterized in that: the plate body of said Prefabricated block plate is the steel fibre reinforced concrete structure; The top edge of Prefabricated block plate is provided with horizontal L shaped draw-in groove; On the sidewall of horizontal L shaped draw-in groove again the lateral separation be distributed with the straight-through connecting hole of Prefabricated block plate, the lower limb of Prefabricated block plate be provided with lower floor contiguous prefabricated module board on the corresponding horizontal L shaped plush copper of horizontal L shaped draw-in groove, at all vertical longitudinal inner thread sleeve that is embedded with at interval of left and right sides edge of the medial surface of Prefabricated block plate.
Link together through prefabricated principal post with two blocks of adjacent Prefabricated block plate of layer; In this prefabricated principal post comprises inorganic lath, outer inorganic lath and be clipped in steel fibre reinforced concrete interlayer between inorganic lath and the outer inorganic lath; And the top edge of steel fibre reinforced concrete interlayer and lower edge all are embedded with vertical inner thread sleeve; Have two row and the straight-through connecting hole of the corresponding prefabricated principal post of longitudinal screw sleeve on the Prefabricated block plate on the prefabricated principal post; There is connecting bolt one to pass the straight-through connecting hole of prefabricated principal post and is threaded in the longitudinal inner thread sleeve, prefabricated principal post and Prefabricated block plate are linked together, be provided with cement layer between prefabricated principal post and the Prefabricated block plate.
Junction at two blocks of adjacent Prefabricated block plates of levels is provided with horizontal floor channel-section steel; Also be provided with cement layer between the medial surface of the web of floor channel-section steel and Prefabricated block plate; There is connecting bolt two to pass the straight-through connecting hole of web and Prefabricated block plate of floor channel-section steel and floor channel-section steel and Prefabricated block plate linked together through nut two; There is connecting bolt three to pass the frange plate up and down of floor channel-section steel and is threaded in the vertical inner thread sleeve, through nut three the vertical inner thread sleeve in floor channel-section steel and the prefabricated principal post linked together simultaneously; In addition; The outward flange of the floor of reinforced concrete structure is taken in the interior recess that is placed on the floor channel-section steel, and the floor bar of floor outer edge is hooked on connecting bolt two and the connecting bolt three, is filled with cast-in-situ concrete between the interior recess of the outward flange of floor and floor channel-section steel; Be provided with fluid sealant between the medial surface of the bottom of the web of floor channel-section steel and Prefabricated block plate, also be provided with fluid sealant between the bottom wing listrium of floor channel-section steel and the bottom surface of floor.
Said Prefabricated block plate also comprises the decorative heat preservation layer on the medial surface that is attached to the Prefabricated block plate; This decorative heat preservation layer comprises outer inorganic plate, interior inorganic plate, inorganic gusset and fireproof heat insulating rock wool; Said outer inorganic plate and Prefabricated block plate are condensed into one; Inorganic gusset spaced and parallel is distributed between outer inorganic plate and the interior inorganic plate and with outer inorganic plate and interior inorganic plate and connects as one, and said fireproof heat insulating rock wool is filled in the cavity that outer inorganic plate, interior inorganic plate and inorganic gusset surround.
With the decorative heat preservation layer of a Prefabricated block plate of layer and with being connected with coupling assembling between layer decorative heat preservation layer of an adjacent Prefabricated block plate; This coupling assembling is by two blocks of inorganic laths and be clipped in two fireproof heat insulating rock wools between the inorganic lath and form; The right ends of this coupling assembling all is clipped between the outer inorganic plate and interior inorganic plate of adjacent with it decorative heat preservation layer, and this coupling assembling abuts against on the medial surface of prefabricated principal post.
Prefabricated block plate and the Prefabricated block plate at inner corner trim place of external wall system at the external corner place of curtain wall formula building is bending plate.
A kind of worker's method of external wall system of said curtain wall formula building is characterized in that construction sequence is following: step 1, accomplish Prefabricated block plate, prefabricated principal post and floor channel-section steel at produce in factory, and be transported to the job site; Step 2, the floor channel-section steel is set, makes the interior recess of floor channel-section steel entangle the outward flange of floor in the outer edge of the floor that has reached instructions for use; Step 3, prefabricated principal post is installed; The upper end of prefabricated principal post is withstood on the bottom wing listrium of upper floor board slot steel; The lower end of prefabricated principal post is withstood on the top flange plate of lower floor board slot steel, the vertical inner thread sleeve in floor bar, floor channel-section steel and the prefabricated principal post is linked together with connecting bolt three and nut three; Step 4, on the lateral surface of prefabricated principal post, smear cement, form cement layer; Step 5, hoisting prefabricated module board; The top edge of Prefabricated block plate is contacted with the web of upper floor board slot steel; With connecting bolt two and nut two floor bar in Prefabricated block plate, upper floor board slot steel and the upper strata floor is linked together; Make the top edge overlap joint of the lower limb of the Prefabricated block plate Prefabricated block plate adjacent with lower floor; The edge, the left and right sides of Prefabricated block plate is contacted with the lateral surface of prefabricated principal post, and adopt connecting bolt one to pass longitudinal inner thread sleeve in the straight-through connecting hole of prefabricated principal post and the Prefabricated block plate, the Prefabricated block plate is connected with prefabricated principal post; Step 6, at the transverse joint place of two blocks of adjacent Prefabricated block plates of levels; Adopt the fluid sealant joint filling; At the bottom of floor channel-section steel and the transverse joint place between the Prefabricated block plate, also adopt the fluid sealant joint filling, in the interior recess of floor channel-section steel, pour into cast-in-situ concrete, the floor channel-section steel is connected with the floor perfusion; At the web of floor channel-section steel and the transverse joint place cement injection between the Prefabricated block plate, form cement layer; Step 7, at a transverse joint place with the vertical abutment joint place of the adjacent two blocks of Prefabricated block plate of layer two blocks of Prefabricated block plates adjacent with levels, adopts outer decorative paint to carry out joint filling, and decorative paint outside on the lateral surface of Prefabricated block plate, brushing.
Worker's method of the external wall system of said curtain wall formula building is characterized in that: in the said step 1, the method for making the Prefabricated block plate can be following; Step 1, laying template, the bottom of template is corresponding with the external surface of Prefabricated block plate, and the position of corresponding horizontal L shaped draw-in groove and horizontal L shaped plush copper is provided with concavo-convex position on the template, and the position of the straight-through connecting hole of the inboard corresponding Prefabricated block plate of template is provided with column jecket; Step 2, lay the bottom concrete, on concrete, place steel mesh reinforcement and longitudinal inner thread sleeve, connect mutually with reinforcing bar between the longitudinal inner thread sleeve, assembling reinforcement net and be connected the reinforcing bar between the longitudinal inner thread sleeve; Step 3, concreting, with till the height of longitudinal inner thread sleeve is equal, making the concrete surface of building is matsurface up to concrete; Step 4, treat that concrete hardness reaches requirement after, template and Prefabricated block board reversal, make matsurface downward, form removal; Step 5, outside the lateral surface of Prefabricated block plate is coated with decorative paint; Step 6, after decorative paint reaches requirement outside, lay the spraying die; Step 7, on die, adopt the paint spay-coating pattern; Step 8, lifting Prefabricated block plate.
Worker's method of the external wall system of said curtain wall formula building is characterized in that: in the said step 1, the method for making the Prefabricated block plate can be following; Step 1: lay template, the bottom of template is corresponding with the external surface of Prefabricated block plate, and the position of corresponding horizontal L shaped draw-in groove and horizontal L shaped plush copper is provided with concavo-convex position on the template, and the position of the straight-through connecting hole of the inboard corresponding Prefabricated block plate of template is provided with column jecket; Step 2: lay the bottom concrete, on concrete, place steel mesh reinforcement and longitudinal inner thread sleeve, connect mutually with reinforcing bar between the longitudinal inner thread sleeve, assembling reinforcement net and be connected the reinforcing bar between the inner thread sleeve; Step 3: concreting, with till the height of longitudinal inner thread sleeve is equal, making the concrete surface of building is matsurface up to concrete; Step 4: longitudinal direction is laid outer inorganic plate on concrete, the edge of outer inorganic plate between the two row longitudinal inner thread sleeves and from and template on concavo-convex between; Step 5: the position spraying adhesive glue of placing inorganic gusset outside on the inorganic plate; Step 6: vertically lay some inorganic gussets, the two ends of inorganic gusset are equal with the edge of outer inorganic plate; Step 7: the empty place between inorganic gusset is laid the fireproof heat insulating rock wool; Step 8: on inorganic gusset, spray adhesive glue; Step 9: inorganic plate on inorganic gusset, laying; Step 10: after treating that concrete and adhesive glue reach instructions for use, the Prefabricated block board reversal, interior inorganic plate faces down, form removal; Step 11: decorative paint outside the lateral surface of Prefabricated block plate is coated with; Step 12: after decorative paint reaches requirement outside, lay the spraying die; Step 13: on die, adopt the paint spay-coating pattern; Step 14: lifting has the Prefabricated block plate of fireproof heat insulating function.
Worker's method of the external wall system of said curtain wall formula building, it is characterized in that: in the said step 1, the method for making prefabricated principal post can be following; Step 1: vertically lay outer inorganic lath; Step 2: prop up by punching block on four limits of inorganic lath outside, places steel mesh reinforcement and vertical inner thread sleeve on the inorganic outside lath, connects assembling reinforcement net and be connected the reinforcing bar between the vertical inner thread sleeve between the vertical inner thread sleeve mutually with reinforcing bar; Step 3: concreting, inorganic lath on concrete, laying again; Step 4: after treating that concrete reaches requirement, tear four limit punching blocks open; Step 5: lift by crane prefabricated principal post.
Compared with prior art the present invention has following characteristics and beneficial effect: the present invention has improved the structure of the exterior wall of existing curtain wall formula building; Reduced the constructional materials use amount, said external wall system is that the Prefabricated block plate comprises very thin Prefabricated block plate by some blocks of Prefabricated block plates and some the large-area whole exterior walls that prefabricated principal post is assembled; Not only in light weight; And on the intensity of using, can also guarantee the safety factor of building, and the material consumption amount of Prefabricated block plate is about 20% of an existing external wall of building, cost is low; In addition; The medial surface of Prefabricated block plate can add the decorative heat preservation layer of fire prevention (fire-resistant) and heat insulation function, and total cost also just has about 60% of external wall of building cost now, so reduce the material use cost and the construction cost of existing building greatly; Minimizing reaches the energy-saving and emission-reduction purpose to the consumption of resource.
The present invention has adopted very simple job practices, has changed the structural system of the residence outer wall of highrise building, has reduced each item building costs, helps carrying out the innovation, the particularly develop house of steel work industry of building energy-saving reduction of discharging and industry.
The present invention is the exterior wall (cry not only structural wall) of a kind of " 1+1=1 or 1+1=2 " and the assembly of decorative heat preservation layer (but also being the interior trim layer); It adopts very thin Prefabricated block plate is the exterior wall part; Can when plant produced Prefabricated block plate, just be condensed into one to decorative heat preservation layer that has fire prevention (fire-resistant) and heat insulation function and Prefabricated block plate as required; Also can be separately when secondary decoration according to different the demands of different of office building and industrial occupancy, public place and dwelling house (for example according to) of the weather in zone and environment for use; Select the decorative heat preservation layer of variety classes function; Can also select not do the decorative heat preservation layer, like this, more help the control of building costs and reduce the rubbish that produces when secondary is decorated and atmospheric pollution.
Said Prefabricated block plate has not only guaranteed durable weatherability, the impact of existing building, the safeties such as impact of kitchen gas burst, also helps the maintenance and the transformation of exterior wall internal insulation.The structure of Prefabricated block plate and form of construction work have guaranteed the waterproof of exterior wall, antiseep; Stop gaping of joints, the plate body area of Prefabricated block plate is in light weight greatly, can large tracts of land lift; The outer less decorative cover construction of body of wall seam is handled easily and is attractive in appearance, and construction cost is low, and is easy to operate.
The upper end of the lower end of said Prefabricated block plate and lower floor's Prefabricated block plate overlap joint helps installing and prevents the corrosion of rainwater to bolt; The straight-through connecting hole of Prefabricated block plate on the Prefabricated block plate is a bolt hole, can guarantee that the Prefabricated block plate is more effective with being connected of floor, prevent thereby the Prefabricated block plate that cause former and prefabricated principal post because of earthquake etc. vertical be connected impaired, the safety factor height.
The lateral surface of the outer inorganic plate of prefabricated principal post is that hair is thick, and the medial surface of Prefabricated block plate also is that hair is thick, between the medial surface of the lateral surface of prefabricated principal post and Prefabricated block plate, adopts to smear cement layer at present and is connected sealing, and mao asperities helps fusing of cement layer.The straight-through connecting hole of prefabricated principal post that connecting bolt one passes prefabricated principal post is connected with the longitudinal inner thread sleeve with the right and left of Prefabricated block plate; Can let tightr that prefabricated principal post is connected with the Prefabricated block plate, strengthen the longitudinal stress coefficient of prefabricated principal post indirectly.
Said structural wall is connected with floor through the floor channel-section steel, and the advantage of this structure is in installation process, to reduce difficulty of construction and operation, is convenient to perfusion, has reached the purpose of rapid construction.The vertical inner thread sleeve of prefabricated principal post top edge is connected with the floor channel-section steel through floor channel-section steel connecting bolt and tightens up; The upper end of floor channel-section steel connecting bolt is also passed the floor bar in the floor and is connected with floor through cast-in-situ concrete and is condensed into one, forms firm beaer.Equally; The vertical inner thread sleeve of prefabricated principal post lower limb is connected with the floor channel-section steel through floor channel-section steel connecting bolt and tightens up; The lower end of floor channel-section steel connecting bolt is also passed the floor bar in the floor and is connected with floor through cast-in-situ concrete and is condensed into one, forms firm beaer.Like this, prefabricated principal post and upper strata floor and lower floor's floor are condensed into an integral body, form the seamless link body.Said Prefabricated block plate also is connected with the floor channel-section steel through the straight-through connecting hole of floor channel-section steel connecting bolt and Prefabricated block plate; Floor channel-section steel connecting bolt also passes the floor bar in the floor and is connected with floor bar through cast-in-situ concrete and is condensed into one, thereby makes the Prefabricated block plate also simultaneously stressed in floor.
In the building building; Under the constant situation of job practices of the present invention and modular structure; Prefabricated block plate and prefabricated principal post can be one of main bodys of load-bearing and support column, also can be non-load-bearing main body, and the big I of the thickness of Prefabricated block plate and prefabricated principal post changes stressed what of beaer.
Longitudinal inner thread sleeve and steel mesh reinforcement on the said Prefabricated block plate connect as one, and help the stressed and stressed globality of longitudinal inner thread sleeve, and bolt just can connect through the longitudinal inner thread sleeve.Said prefabricated principal post can be used to fixing and supports the floor channel-section steel on the floor up and down, and the straight-through connecting hole of the prefabricated principal post on the prefabricated principal post cooperates with connecting bolt one, is used for being connected with the Prefabricated block plate, and prefabricated principal post is the beaer of Prefabricated block plate.
Description of drawings
Below in conjunction with accompanying drawing the present invention is done further detailed explanation.
Fig. 1 is not with the master of the Prefabricated block plate of decorative heat preservation layer to look sketch map.
Fig. 2 is not with the left side of the Prefabricated block plate of decorative heat preservation layer to look sketch map.
Fig. 3 is the sketch map of prefabricated principal post.
Fig. 4 is the schematic top plan view of Fig. 3.
Fig. 5 is not with the sketch map of the adjacent two blocks of Prefabricated block plate of same layer of decorative heat preservation layer through prefabricated principal post connection.
Fig. 6 is that sketch map is looked on a Prefabricated block plate left side that has the decorative heat preservation layer.
Fig. 7 is the schematic top plan view that has the Prefabricated block plate of decorative heat preservation layer.
Fig. 8 be floor channel-section steel two block Prefabricated block plate adjacent and floor with levels be connected sketch map (not having cast-in-situ concrete and cement).
Fig. 9 be floor channel-section steel two block Prefabricated block plate adjacent and floor with levels be connected sketch map (cast-in-situ concrete and cement are arranged).
Figure 10 be floor channel-section steel two piece Prefabricated block plate, prefabricated principal post and the floors adjacent with levels be connected sketch map (do not have cast-in-situ concrete, cement is arranged).
Figure 11 be floor channel-section steel two piece Prefabricated block plate, prefabricated principal post and the floors adjacent with levels be connected sketch map (having cast-in-situ concrete that cement is arranged).
Figure 12 is not with the external wall system of curtain wall formula building of decorative heat preservation layer at the sketch map at external corner place.
Figure 13 has the external wall system of curtain wall formula building of decorative heat preservation layer at the sketch map at inner corner trim place.
Figure 14 has the sketch map of the adjacent two blocks of Prefabricated block plate of same layer of decorative heat preservation layer through prefabricated principal post connection.
Reference numeral: 1-Prefabricated block plate; The horizontal L shaped draw-in groove of 2-; 3-Prefabricated block plate leads directly to connecting hole; The horizontal L shaped plush copper of 4-; 5-longitudinal inner thread sleeve; The prefabricated principal post of 6-; Inorganic lath in the 7-; The outer inorganic lath of 8-; 9-steel fibre reinforced concrete interlayer; The vertical inner thread sleeve of 10-; The prefabricated principal post of 11-leads directly to connecting hole; 12-floor channel-section steel; 13-connecting bolt one; 14-connecting bolt two; 15-connecting bolt three; The 16-floor; The 17-floor bar; The outer inorganic plate of 18-; Inorganic plate in the 19-; The inorganic gusset of 20-; 21-fireproof heat insulating rock wool; 22-decorative heat preservation layer; The 23-cement layer; 24-cast-in-situ concrete; The 25-coupling assembling; The 26-fluid sealant; The 27-concrete column; 28-nut two; 29-nut three.
The specific embodiment
Referring to Fig. 1, shown in Figure 2; The embodiment one of the Prefabricated block plate of this curtain wall formula building; Its plate body is the steel fibre reinforced concrete structure; The plate body top edge of said Prefabricated block plate 1 is provided with horizontal L shaped draw-in groove 2, on the sidewall of horizontal L shaped draw-in groove 2 again the lateral separation be distributed with the straight-through connecting hole 3 of Prefabricated block plate, the straight-through connecting hole 3 of Prefabricated block plate is for being embedded in the column jecket in the Prefabricated block plate 1; The lower limb of its plate body be provided with lower floor contiguous prefabricated module board on the corresponding horizontal L shaped plush copper 4 of horizontal L shaped draw-in groove, all vertical longitudinal inner thread sleeve 5 that is embedded with at interval of the left and right sides edge of the medial surface of its plate body.
Referring to Fig. 6, Fig. 7; The embodiment two of the Prefabricated block plate of said curtain wall formula building; Be with embodiment one difference; The Prefabricated block plate of this curtain wall formula building also comprises the decorative heat preservation layer 22 on the medial surface that is attached to plate body; This decorative heat preservation layer 22 comprises outer inorganic plate 18, interior inorganic plate 19, inorganic gusset 20 and fireproof heat insulating rock wool 21; Said outer inorganic plate 18 is condensed into one with plate body, and said inorganic gusset 20 spaced and parallel are distributed between outer inorganic plate 18 and the interior inorganic plate 19 and with outer inorganic plate 18 and interior inorganic plate 19 and connect as one, and said fireproof heat insulating rock wool 21 is filled in the cavity that outer inorganic plate 18, interior inorganic plate 19 and inorganic gusset 20 surround.
Referring to Figure 12, Figure 13, in the external wall system of the curtain wall formula building assembled, be bending plate at the external corner place of this external wall system and the plate body at inner corner trim place by one one Prefabricated block plate, be dull and stereotyped at other local plate body.
Referring to Fig. 1, Fig. 2; The external wall system of described curtain wall formula building; Be through the assembled large-area whole exterior wall of prefabricated principal post by one one Prefabricated block plate; The plate body of Prefabricated block plate is the steel fibre reinforced concrete structure, and the top edge of Prefabricated block plate 1 is provided with horizontal L shaped draw-in groove 2, on the sidewall of horizontal L shaped draw-in groove 2 again the lateral separation be distributed with the straight-through connecting hole 3 of Prefabricated block plate; The lower limb of Prefabricated block plate 1 be provided with lower floor contiguous prefabricated module board on the corresponding horizontal L shaped plush copper 4 of horizontal L shaped draw-in groove, at all vertical longitudinal inner thread sleeve 5 that is embedded with at interval of left and right sides edge of the medial surface of Prefabricated block plate 1.Prefabricated block plate lateral surface adopts weathering resistance coatings to be coated with the pattern of imitative brick.
Referring to Fig. 3-5; Link together through prefabricated principal post 6 with two blocks of adjacent Prefabricated block plate of layer; In this prefabricated principal post 6 comprises inorganic lath 7, outer inorganic lath 8 and be clipped in steel fibre reinforced concrete interlayer 9 between inorganic lath and the outer inorganic lath; And the top edge of steel fibre reinforced concrete interlayer 9 and lower edge all are embedded with vertical inner thread sleeve 10; Have two row and the straight-through connecting hole 11 of the longitudinal screw sleeve 5 corresponding prefabricated principal posts on the Prefabricated block plate on the prefabricated principal post 6; There is connecting bolt 1 to pass the straight-through connecting hole 11 of prefabricated principal post and is threaded in the longitudinal inner thread sleeve 5, prefabricated principal post 6 is linked together with Prefabricated block plate 1, be provided with cement layer 23 (smear cement layer is airtight and watertight padding at present) between prefabricated principal post 6 and the Prefabricated block plate 1.Be welded and fused by reinforcing bar between the vertical inner thread sleeve 10 of the last lower edge of steel fibre reinforced concrete interlayer 9; And the steel mesh reinforcement colligation in reinforcing bar and the steel fibre reinforced concrete interlayer 9; The inner thread sleeve external form is polygonal, and middle interior circular hole is interior rib-loop bolt hole.With the junction between two blocks of adjacent Prefabricated block plate of layer, adopt outer decorative paint to carry out primary coat joint filling (adopting and the identical coatings decoration of Prefabricated block plate facing).
Referring to Fig. 8-11; Junction at two blocks of adjacent Prefabricated block plates of levels is provided with horizontal floor channel-section steel 12; Also be provided with cement layer 23 between the medial surface of the web of floor channel-section steel 12 and Prefabricated block plate 1; There is connecting bolt 2 14 to pass the straight-through connecting hole 3 of web and Prefabricated block plate of floor channel-section steel 12 and floor channel-section steel 12 and Prefabricated block plate 1 linked together through nut 2 28; Have connecting bolt 3 15 to pass the frange plate up and down of floor channel-section steel 12 and be threaded in the vertical inner thread sleeve 10, through nut 3 29 the vertical inner thread sleeve 10 in floor channel-section steel 12 and the prefabricated principal post 6 linked together simultaneously, in addition, the outward flange of the floor 16 of reinforced concrete structure is taken in the interior recess that is placed on floor channel-section steel 12; The floor bar 17 of floor outer edge is hooked on connecting bolt 2 14 and the connecting bolt 3 15; Be filled with cast-in-situ concrete 24 between the interior recess of the outward flange of floor 16 and floor channel-section steel 12, perfusion gets into through floor channel-section steel top margin upside room promptly to adopt cast-in-situ concrete, and floor 16 is connected with 12 perfusions of floor channel-section steel; Be provided with fluid sealant 26 between the medial surface of the bottom of the web of floor channel-section steel 12 and Prefabricated block plate 1; Promptly adopt the fluid sealant joint filling, also be provided with fluid sealant 26 between the bottom wing listrium of floor channel-section steel 12 and the bottom surface of floor 16, promptly adopt the fluid sealant joint filling.In the junction of two blocks of adjacent Prefabricated block plates of levels, adopt outer decorative paint to carry out primary coat joint filling (adopting and the identical coatings decoration of Prefabricated block plate facing).
Referring to Fig. 6, Fig. 7, Figure 13, Figure 14; Said Prefabricated block plate also comprises the decorative heat preservation layer 22 that is attached on the plate body medial surface; This decorative heat preservation layer 22 comprises outer inorganic plate 18, interior inorganic plate 19, inorganic gusset 20 and fireproof heat insulating rock wool 21; Said outer inorganic plate 18 is condensed into one with Prefabricated block plate 1; Said vertical inorganic gusset 20 spaced and parallel are distributed between outer inorganic plate 18 and the interior inorganic plate 19 and with outer inorganic plate 18 and interior inorganic plate 19 and connect as one, and said fireproof heat insulating rock wool 21 is filled in the cavity that outer inorganic plate 18, interior inorganic plate 19 and inorganic gusset 20 surround.Through experiment showed, when decorative heat preservation layer gross thickness is 100mm, wherein outer inorganic plate, interior inorganic plate thickness are 9 mm; Fireproof heat insulating rock wool thickness in the middle of the decorative heat preservation layer is 80mm; When fireproof heat insulating rock wool unit weight was every cube of 150kg, the fire resistance period of this decorative heat preservation layer was more than 200 minutes, and thermal transmittance is 0.6w/! ㎡ .k) below; Sound insulation is more than 45 decibels, and the decorative heat preservation layer can be resisted the wind-force that surpasses 12 grades of typhoons.
With the decorative heat preservation layer of a Prefabricated block plate of layer and with being connected with coupling assembling 25 between layer decorative heat preservation layer of an adjacent Prefabricated block plate; This coupling assembling 25 is by two blocks of inorganic laths and be clipped in two fireproof heat insulating rock wools between the inorganic lath and form; The right ends of this coupling assembling 25 all is clipped between the outer inorganic plate and interior inorganic plate of adjacent with it decorative heat preservation layer, and this coupling assembling 25 abuts against on the medial surface of prefabricated principal post 6.
The lateral surface of said Prefabricated block plate adopts weathering resistance coatings to be coated with the pattern of imitative brick, and coming off with age in the time of can preventing to adopt other material to be facing produces threat to personal safety.Said Prefabricated block plate and prefabricated principal post can also be that disjunctor is prefabricated, and the vertical the right and left of promptly prefabricated principal post edge does not have clear opening, and behind the steel mesh reinforcement and the steel mesh reinforcement colligation in the Prefabricated block plate of prefabricated principal post protrusion, the employing concrete pouring is an one.The balcony place is being arranged, and the Prefabricated block plate is the Prefabricated block plate that has balcony slab.
Worker's method of the external wall system of said curtain wall formula building, its construction sequence is following.
This job practices can be to install the prefabricated principal post 6 of one deck, and the Prefabricated block plate of this layer is installed again, also can be the prefabricated principal post 6 that installs all layers, and the Prefabricated block plate is installed again.
In the said step 1, make not with the method for the Prefabricated block plate of decorative heat preservation layer following; Step 1, laying template, the bottom of template is corresponding with the external surface of Prefabricated block plate, and the position of corresponding horizontal L shaped draw-in groove and horizontal L shaped plush copper is provided with concavo-convex position on the template, in the position of the straight-through connecting hole of the inboard corresponding Prefabricated block plate of template column jecket is set; Step 2, lay the bottom concrete, on concrete, place steel mesh reinforcement and longitudinal inner thread sleeve 5, connect mutually with reinforcing bar between the longitudinal inner thread sleeve 5, assembling reinforcement net and be connected the reinforcing bar between the longitudinal inner thread sleeve; Step 3, concreting, with till the height of longitudinal inner thread sleeve is equal, making the concrete surface of building is matsurface up to concrete; Step 4, treat that concrete hardness reaches requirement after, template and Prefabricated block board reversal, make matsurface downward, form removal; Step 5, outside the lateral surface of Prefabricated block plate is coated with decorative paint; Step 6, after decorative paint reaches requirement outside, lay the spraying die; Step 7, on die, adopt the paint spay-coating pattern; Step 8, lifting Prefabricated block plate.
In the said step 1, the method for making the Prefabricated block plate that has the decorative heat preservation layer is following; Step 1: lay template, the bottom of template is corresponding with the external surface of Prefabricated block plate, and the position of corresponding horizontal L shaped draw-in groove and horizontal L shaped plush copper is provided with concavo-convex position on the template, and the position of the straight-through connecting hole of the inboard corresponding Prefabricated block plate of template is provided with column jecket; Step 2: lay the bottom concrete, on concrete, place steel mesh reinforcement and longitudinal inner thread sleeve, connect mutually with reinforcing bar between the longitudinal inner thread sleeve, assembling reinforcement net and be connected the reinforcing bar between the inner thread sleeve; Step 3: concreting, with till the height of longitudinal inner thread sleeve is equal, making the concrete surface of building is matsurface up to concrete; Step 4: longitudinal direction is laid outer inorganic plate 18 on concrete, the edge of outer inorganic plate 18 between the two row longitudinal inner thread sleeves and from and template on concavo-convex between; Step 5: the position spraying adhesive glue of placing inorganic gusset outside on the inorganic plate 18; Step 6: vertically lay some inorganic gussets 20, the two ends of inorganic gusset 20 are equal with the edge of outer inorganic plate 18; Step 7: the empty place between inorganic gusset 20 is laid the fireproof heat insulating rock wool; Step 8: on inorganic gusset 20, spray adhesive glue; Step 9: inorganic plate 19 on inorganic gusset 20, laying; Step 10: after treating that concrete and adhesive glue reach instructions for use, the Prefabricated block board reversal, interior inorganic plate 19 faces down form removal; Step 11: decorative paint outside the lateral surface of Prefabricated block plate is coated with; Step 12: after decorative paint reaches requirement outside, lay the spraying die; Step 13: on die, adopt the paint spay-coating pattern; Step 14: lifting has the Prefabricated block plate of fireproof heat insulating function.
In the said step 1, the method for making prefabricated principal post 6 is following; Step 1: vertically lay outer inorganic lath 8; Step 2: prop up by punching block on four limits of inorganic lath outside, places steel mesh reinforcement and vertical inner thread sleeve on the inorganic outside lath, connects assembling reinforcement net and be connected the reinforcing bar between the vertical inner thread sleeve between the vertical inner thread sleeve mutually with reinforcing bar; Step 3: concreting, inorganic lath 7 on concrete, laying again; Step 4: after treating that concrete reaches requirement, tear four limit punching blocks open; Step 5: lift by crane prefabricated principal post.
Claims (10)
1. the Prefabricated block plate of curtain wall formula building; Its plate body is the steel fibre reinforced concrete structure; It is characterized in that: the plate body top edge of said Prefabricated block plate (1) is provided with horizontal L shaped draw-in groove (2); On the sidewall of horizontal L shaped draw-in groove (2) again the lateral separation be distributed with the straight-through connecting hole (3) of Prefabricated block plate; The lower limb of its plate body be provided with lower floor contiguous prefabricated module board on the corresponding horizontal L shaped plush copper of horizontal L shaped draw-in groove (4), all vertical longitudinal inner thread sleeve (5) that is embedded with at interval of the left and right sides edge of the medial surface of its plate body.
2. the Prefabricated block plate of curtain wall formula building according to claim 1; It is characterized in that: have decorative heat preservation layer (22) on the medial surface of its plate body; This decorative heat preservation layer (22) comprises outer inorganic plate (18), interior inorganic plate (19), inorganic gusset (20) and fireproof heat insulating rock wool (21); Said outer inorganic plate (18) is condensed into one with plate body; Said inorganic gusset (20) spaced and parallel is distributed between outer inorganic plate (18) and the interior inorganic plate (19) and outer inorganic plate (18) and interior inorganic plate (19) is connected as one, and said fireproof heat insulating rock wool (21) is filled in the cavity that outer inorganic plate (18), interior inorganic plate (19) and inorganic gusset (20) surround.
3. the Prefabricated block plate of curtain wall formula building according to claim 1, it is characterized in that: its plate body is flat board or bending plate.
4. the external wall system of curtain wall formula building; Prefabricated block plate by one one is assembled; It is characterized in that: the plate body of said Prefabricated block plate is the steel fibre reinforced concrete structure; The top edge of Prefabricated block plate (1) is provided with horizontal L shaped draw-in groove (2); On the sidewall of horizontal L shaped draw-in groove (2) again the lateral separation be distributed with the straight-through connecting hole (3) of Prefabricated block plate, the lower limb of Prefabricated block plate (1) be provided with lower floor contiguous prefabricated module board on the corresponding horizontal L shaped plush copper of horizontal L shaped draw-in groove (4), at all vertical longitudinal inner thread sleeve (5) that is embedded with at interval of left and right sides edge of the medial surface of Prefabricated block plate (1);
Link together through prefabricated principal post (6) with two blocks of adjacent Prefabricated block plate of layer; In this prefabricated principal post (6) comprises inorganic lath (7), outer inorganic lath (8) and be clipped in steel fibre reinforced concrete interlayer (9) between inorganic lath and the outer inorganic lath; And the top edge of steel fibre reinforced concrete interlayer (9) and lower edge all are embedded with vertical inner thread sleeve (10); Have two row and the straight-through connecting hole (11) of the corresponding prefabricated principal post of longitudinal screw sleeve (5) on the Prefabricated block plate on the prefabricated principal post (6); There is connecting bolt one (13) to pass the straight-through connecting hole (11) of prefabricated principal post and is threaded in the longitudinal inner thread sleeve (5), prefabricated principal post (6) and Prefabricated block plate (1) are linked together, be provided with cement layer (23) between prefabricated principal post (6) and the Prefabricated block plate (1);
Be provided with horizontal floor channel-section steel (12) in the junction of two blocks of adjacent Prefabricated block plates of levels; Also be provided with cement layer (23) between the medial surface of the web of floor channel-section steel (12) and Prefabricated block plate (1); The web and the Prefabricated block plate that have connecting bolt two (14) to pass floor channel-section steel (12) lead directly to connecting hole (3), also through nut two (28) floor channel-section steel (12) and Prefabricated block plate (1) are linked together; There is connecting bolt three (15) to pass the frange plate up and down of floor channel-section steel (12) and is threaded in the vertical inner thread sleeve (10), through nut three (29) the vertical inner thread sleeve (10) in floor channel-section steel (12) and the prefabricated principal post (6) linked together simultaneously; In addition; The outward flange of the floor of reinforced concrete structure (16) is taken in the interior recess that is placed on floor channel-section steel (12); The floor bar of floor outer edge (17) is hooked on connecting bolt two (14) and the connecting bolt three (15); Be filled with cast-in-situ concrete (24) between the interior recess of the outward flange of floor (16) and floor channel-section steel (12); Be provided with fluid sealant (26) between the medial surface of the bottom of the web of floor channel-section steel (12) and Prefabricated block plate (1), also be provided with fluid sealant (26) between the bottom surface of the bottom wing listrium of floor channel-section steel (12) and floor (16).
5. the external wall system of curtain wall formula building according to claim 4; It is characterized in that: have decorative heat preservation layer (22) on the medial surface of said Prefabricated block plate (1); This decorative heat preservation layer (22) comprises outer inorganic plate (18), interior inorganic plate (19), inorganic gusset (20) and fireproof heat insulating rock wool (21); Said outer inorganic plate (18) is condensed into one with the plate body of Prefabricated block plate (1); Inorganic gusset (20) spaced and parallel is distributed between outer inorganic plate (18) and the interior inorganic plate (19) and outer inorganic plate (18) and interior inorganic plate (19) is connected as one, and said fireproof heat insulating rock wool (21) is filled in the cavity that outer inorganic plate (18), interior inorganic plate (19) and inorganic gusset (20) surround;
With the decorative heat preservation layer of a Prefabricated block plate of layer and with being connected with coupling assembling (25) between layer decorative heat preservation layer of an adjacent Prefabricated block plate; This coupling assembling (25) is by two blocks of inorganic laths and be clipped in two fireproof heat insulating rock wools between the inorganic lath and form; The right ends of this coupling assembling (25) all is clipped between the outer inorganic plate and interior inorganic plate of adjacent with it decorative heat preservation layer, and this coupling assembling (25) abuts against on the medial surface of prefabricated principal post (6).
6. the external wall system of curtain wall formula building according to claim 4 is characterized in that: Prefabricated block plate and the Prefabricated block plate at inner corner trim place of external wall system at the external corner place of curtain wall formula building is bending plate.
7. an aforesaid right requires worker's method of the external wall system of the curtain wall formula building described in 4, it is characterized in that construction sequence is following:
Step 1, accomplish Prefabricated block plate, prefabricated principal post (6) and floor channel-section steel (12), and be transported to the job site at produce in factory;
Step 2, floor channel-section steel (12) is set, makes the interior recess of floor channel-section steel (12) entangle the outward flange of floor in the outer edge of the floor that has reached instructions for use (16);
Step 3, prefabricated principal post (6) is installed; The upper end of prefabricated principal post is withstood on the bottom wing listrium of upper floor board slot steel; The lower end of prefabricated principal post is withstood on the top flange plate of lower floor board slot steel, the vertical inner thread sleeve (10) in floor bar (17), floor channel-section steel (12) and the prefabricated principal post is linked together with connecting bolt three (15) and nut three (29);
Step 4, on the lateral surface of prefabricated principal post, smear cement, form cement layer (23);
Step 5, hoisting prefabricated module board; The top edge of Prefabricated block plate is contacted with the web of upper floor board slot steel; With connecting bolt two (14) and nut two (28) floor bar (17) in Prefabricated block plate, upper floor board slot steel and the upper strata floor is linked together; Make the top edge overlap joint of the lower limb of the Prefabricated block plate Prefabricated block plate adjacent with lower floor; The edge, the left and right sides of Prefabricated block plate is contacted with the lateral surface of prefabricated principal post, and adopt connecting bolt one (13) to pass longitudinal inner thread sleeve (5) in the straight-through connecting hole (11) of prefabricated principal post and the Prefabricated block plate, the Prefabricated block plate is connected with prefabricated principal post (6);
Step 6, at the transverse joint place of two blocks of adjacent Prefabricated block plates of levels; Adopt fluid sealant (26) joint filling; At the bottom of floor channel-section steel (12) and the transverse joint place between the Prefabricated block plate; Also adopt fluid sealant (26) joint filling; In the interior recess of floor channel-section steel (12), pour into cast-in-situ concrete (24), floor channel-section steel (12) is connected with floor (15) perfusion,, form cement layer (23) at the web of floor channel-section steel (12) and the transverse joint place cement injection between the Prefabricated block plate;
Step 7, at a transverse joint place with the vertical abutment joint place of the adjacent two blocks of Prefabricated block plate of layer two blocks of Prefabricated block plates adjacent with levels, adopts outer decorative paint to carry out joint filling, and decorative paint outside on the lateral surface of Prefabricated block plate, brushing.
8. worker's method of the external wall system of curtain wall formula building according to claim 7 is characterized in that: in the said step 1, the method for making the Prefabricated block plate is following;
Step 1, laying template, the bottom of template is corresponding with the external surface of Prefabricated block plate, and the position of corresponding horizontal L shaped draw-in groove and horizontal L shaped plush copper is provided with concavo-convex position on the template, and the position of the straight-through connecting hole of the inboard corresponding Prefabricated block plate of template is provided with column jecket;
Step 2, lay the bottom concrete, on concrete, place steel mesh reinforcement and longitudinal inner thread sleeve (5), the longitudinal inner thread sleeve connects mutually with reinforcing bar between (5), assembling reinforcement net and be connected the reinforcing bar between the longitudinal inner thread sleeve;
Step 3, concreting, with till the height of longitudinal inner thread sleeve is equal, making the concrete surface of building is matsurface up to concrete;
Step 4, treat that concrete hardness reaches requirement after, template and Prefabricated block board reversal, make matsurface downward, form removal;
Step 5, outside the lateral surface of Prefabricated block plate is coated with decorative paint;
Step 6, after decorative paint reaches requirement outside, lay the spraying die
Step 7, on die, adopt the paint spay-coating pattern;
Step 8, lifting Prefabricated block plate.
9. worker's method of the external wall system of curtain wall formula building according to claim 7 is characterized in that: in the said step 1, the method for making the Prefabricated block plate is following;
Step 1: lay template, the bottom of template is corresponding with the external surface of Prefabricated block plate, and the position of corresponding horizontal L shaped draw-in groove and horizontal L shaped plush copper is provided with concavo-convex position on the template, and the position of the straight-through connecting hole of the inboard corresponding Prefabricated block plate of template is provided with column jecket;
Step 2: lay the bottom concrete, on concrete, place steel mesh reinforcement and longitudinal inner thread sleeve, connect mutually with reinforcing bar between the longitudinal inner thread sleeve, assembling reinforcement net and be connected the reinforcing bar between the inner thread sleeve;
Step 3: concreting, with till the height of longitudinal inner thread sleeve is equal, making the concrete surface of building is matsurface up to concrete;
Step 4: longitudinal direction is laid outer inorganic plate (18) on concrete, the edge of outer inorganic plate (18) between the two row longitudinal inner thread sleeves and from and template on concavo-convex between;
Step 5: inorganic plate (18) goes up the position spraying adhesive glue of placing inorganic gusset outside;
Step 6: vertically lay some inorganic gussets (20), the two ends of inorganic gusset (20) are equal with the edge of outer inorganic plate (18);
Step 7: the empty place between inorganic gusset (20) is laid the fireproof heat insulating rock wool;
Step 8: go up the spraying adhesive glue at inorganic gusset (20);
Step 9: inorganic plate (19) in inorganic gusset (20) is gone up laying;
Step 10: after treating that concrete and adhesive glue reach instructions for use, the Prefabricated block board reversal, interior inorganic plate (19) faces down form removal;
Step 11: decorative paint outside the lateral surface of Prefabricated block plate is coated with;
Step 12: after decorative paint reaches requirement outside, lay the spraying die;
Step 13: on die, adopt the paint spay-coating pattern;
Step 14: lifting has the Prefabricated block plate of fireproof heat insulating function.
10. worker's method of the external wall system of curtain wall formula building according to claim 7, it is characterized in that: in the said step 1, the method for making prefabricated principal post (6) is following;
Step 1: vertically lay outer inorganic lath (8);
Step 2: prop up by punching block on four limits of inorganic lath outside, places steel mesh reinforcement and vertical inner thread sleeve on the inorganic outside lath, connects assembling reinforcement net and be connected the reinforcing bar between the vertical inner thread sleeve between the vertical inner thread sleeve mutually with reinforcing bar;
Step 3: concreting, inorganic lath (7) on concrete, laying again;
Step 4: after treating that concrete reaches requirement, tear four limit punching blocks open;
Step 5: lift by crane prefabricated principal post.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210055113.2A CN102535739B (en) | 2012-03-05 | 2012-03-05 | Prefabricated module board body and outer wall system of curtain wall type building as well as construction method of outer wall system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210055113.2A CN102535739B (en) | 2012-03-05 | 2012-03-05 | Prefabricated module board body and outer wall system of curtain wall type building as well as construction method of outer wall system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102535739A true CN102535739A (en) | 2012-07-04 |
| CN102535739B CN102535739B (en) | 2014-11-26 |
Family
ID=46343635
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210055113.2A Expired - Fee Related CN102535739B (en) | 2012-03-05 | 2012-03-05 | Prefabricated module board body and outer wall system of curtain wall type building as well as construction method of outer wall system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102535739B (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103967164A (en) * | 2013-01-28 | 2014-08-06 | 吴淑环 | Assembled wall assembled on side of main building structure in held manner |
| CN104389346A (en) * | 2014-11-19 | 2015-03-04 | 山西奥铭科技有限公司 | Light high-shearing force assembled building structural system and producing method thereof |
| CN104963507A (en) * | 2015-06-30 | 2015-10-07 | 成都点石创想科技有限公司 | Method used for manufacturing intelligent energy-saving building |
| CN105507467A (en) * | 2016-01-27 | 2016-04-20 | 南京奥捷墙体材料有限公司 | GRC (glass fiber reinforced concrete) curtain wall plate capable of being provided with solar water heaters and novel building-integrated GRC exterior wall system |
| CN106121083A (en) * | 2016-08-11 | 2016-11-16 | 云南建工钢结构股份有限公司 | A kind of assembled composite strip plate body of wall and construction method |
| CN106567494A (en) * | 2016-10-26 | 2017-04-19 | 南昌大学 | Prefabricated outer wallboard and assembling method thereof |
| CN106894545A (en) * | 2017-03-24 | 2017-06-27 | 广州大学 | A kind of wall body structure and its installation method for recycling |
| CN107700715A (en) * | 2016-08-08 | 2018-02-16 | 湖北源盛钢构有限公司 | A kind of the environmental-friendly walling structure and construction method of fast quick-mounting installation |
| CN108589986A (en) * | 2018-07-02 | 2018-09-28 | 西安建筑科技大学 | One kind being based on bolted assembled composite wall structure and its construction method |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001315112A (en) * | 2000-05-02 | 2001-11-13 | Ug Kizai Kk | Assembly type shuttering |
| WO2006082760A1 (en) * | 2005-02-01 | 2006-08-10 | Tosoh Corporation | Sinter, sputtering target and molding die, and production process of sinter using the same |
| CN2844259Y (en) * | 2005-11-17 | 2006-12-06 | 李英达 | The complete light haydite concrete heat-insulation wall plate of a kind of assembling |
| US20080216444A1 (en) * | 2004-04-26 | 2008-09-11 | Stephen N. Loyd Irrevocable Family Trust | Curtain wall system and method |
| CN201206296Y (en) * | 2008-05-15 | 2009-03-11 | 沈汉杰 | Light fire resistant heat-insulation wall plate |
| CN201217847Y (en) * | 2008-06-05 | 2009-04-08 | 黑龙江宇辉新型建筑材料有限公司 | Plug-in type preformed hole grouting reinforcement lapping connection component |
| JP2009221789A (en) * | 2008-03-18 | 2009-10-01 | Ｙｋｋ Ａｐ株式会社 | Curtain wall and building |
| CN101818527A (en) * | 2010-06-04 | 2010-09-01 | 北京万科企业有限公司 | Assembled integral shear wall structure system and construction method thereof |
-
2012
- 2012-03-05 CN CN201210055113.2A patent/CN102535739B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001315112A (en) * | 2000-05-02 | 2001-11-13 | Ug Kizai Kk | Assembly type shuttering |
| US20080216444A1 (en) * | 2004-04-26 | 2008-09-11 | Stephen N. Loyd Irrevocable Family Trust | Curtain wall system and method |
| WO2006082760A1 (en) * | 2005-02-01 | 2006-08-10 | Tosoh Corporation | Sinter, sputtering target and molding die, and production process of sinter using the same |
| CN2844259Y (en) * | 2005-11-17 | 2006-12-06 | 李英达 | The complete light haydite concrete heat-insulation wall plate of a kind of assembling |
| JP2009221789A (en) * | 2008-03-18 | 2009-10-01 | Ｙｋｋ Ａｐ株式会社 | Curtain wall and building |
| CN201206296Y (en) * | 2008-05-15 | 2009-03-11 | 沈汉杰 | Light fire resistant heat-insulation wall plate |
| CN201217847Y (en) * | 2008-06-05 | 2009-04-08 | 黑龙江宇辉新型建筑材料有限公司 | Plug-in type preformed hole grouting reinforcement lapping connection component |
| CN101818527A (en) * | 2010-06-04 | 2010-09-01 | 北京万科企业有限公司 | Assembled integral shear wall structure system and construction method thereof |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103967164A (en) * | 2013-01-28 | 2014-08-06 | 吴淑环 | Assembled wall assembled on side of main building structure in held manner |
| CN104389346A (en) * | 2014-11-19 | 2015-03-04 | 山西奥铭科技有限公司 | Light high-shearing force assembled building structural system and producing method thereof |
| CN104963507A (en) * | 2015-06-30 | 2015-10-07 | 成都点石创想科技有限公司 | Method used for manufacturing intelligent energy-saving building |
| CN105507467B (en) * | 2016-01-27 | 2018-07-31 | 南京奥捷墙体材料有限公司 | Architecture-integral GRC external wall systems |
| CN105507467A (en) * | 2016-01-27 | 2016-04-20 | 南京奥捷墙体材料有限公司 | GRC (glass fiber reinforced concrete) curtain wall plate capable of being provided with solar water heaters and novel building-integrated GRC exterior wall system |
| CN109162387A (en) * | 2016-01-27 | 2019-01-08 | 南京奥捷墙体材料有限公司 | The GRC curtain wall panel and novel building integration GRC external wall system of settable solar water heater |
| CN107700715A (en) * | 2016-08-08 | 2018-02-16 | 湖北源盛钢构有限公司 | A kind of the environmental-friendly walling structure and construction method of fast quick-mounting installation |
| CN106121083A (en) * | 2016-08-11 | 2016-11-16 | 云南建工钢结构股份有限公司 | A kind of assembled composite strip plate body of wall and construction method |
| CN106121083B (en) * | 2016-08-11 | 2018-06-22 | 云南建工钢结构股份有限公司 | A kind of assembled composite strip plate wall and construction method |
| CN106567494A (en) * | 2016-10-26 | 2017-04-19 | 南昌大学 | Prefabricated outer wallboard and assembling method thereof |
| CN106567494B (en) * | 2016-10-26 | 2019-03-08 | 南昌大学 | A kind of prefabricated outer wall panel and its assembly method |
| CN106894545A (en) * | 2017-03-24 | 2017-06-27 | 广州大学 | A kind of wall body structure and its installation method for recycling |
| CN106894545B (en) * | 2017-03-24 | 2023-08-25 | 广州大学 | Recycled wall structure and installation method thereof |
| CN108589986A (en) * | 2018-07-02 | 2018-09-28 | 西安建筑科技大学 | One kind being based on bolted assembled composite wall structure and its construction method |
| CN108589986B (en) * | 2018-07-02 | 2023-04-25 | 西安建筑科技大学 | Assembled composite wall structure based on bolt connection and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102535739B (en) | 2014-11-26 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102535739B (en) | Prefabricated module board body and outer wall system of curtain wall type building as well as construction method of outer wall system | |
| CN103821276B (en) | A kind of assembled, modular architectural system | |
| CN101974956B (en) | Built-in latticed steel frame exterior protected structural slab as well as building and production and construction method thereof | |
| CN106013811A (en) | Mounting method of prefabricated building | |
| US6779314B1 (en) | Structure formed of foaming cement and lightweight steel, and a structure system and method of forming the structure system | |
| CN102587693A (en) | Two-storey modular villa building and construction method thereof | |
| CN102162278A (en) | Light steel structure building system | |
| WO2017041517A1 (en) | Movable aluminum alloy house | |
| CN103615068B (en) | Steel frame heat insulation external wall panel | |
| CN203174810U (en) | Bearing-and-leaning type installed assembly wall body | |
| CN105421818A (en) | Embedded steel structure assembling residence | |
| CN103266662B (en) | The assembled house of light steel composite board | |
| CN111927248B (en) | Integrally prefabricated externally hung bay window, connecting node and manufacturing method | |
| CN111927249B (en) | Integral prefabricated embedded bay window, connecting node and manufacturing method | |
| CN214833752U (en) | Plate rib type external hanging wall plate | |
| CN1888344A (en) | Composite thermal insulation concrete load-bearing wall | |
| CN105275145A (en) | Assembly type multifunctional composite wallboard | |
| CN103362235B (en) | Integrally-poured building house with wallboards integrating thermal insulating and templates | |
| CN219671808U (en) | Structure of steel structure building shell | |
| CN205224391U (en) | Multi -functional composite wall panel of assembled | |
| CN219386745U (en) | Short limb assembled light steel combined steel wire net frame mortar-perlite-polyphenyl enclosure wall | |
| CN115928909B (en) | Short-limb shear wall assembled light steel combined truss supported steel wire net rack mortar-perlite-polyphenyl composite enclosure wall and manufacturing method thereof | |
| CN104420556A (en) | Assembly type energy-saving wall | |
| CN204139316U (en) | A kind of steel structure shear wall structure system | |
| CN103696585B (en) | A kind of imitative wooden villa room construction method of steel structure framework |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141126 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |