CN102535739B - 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 PDF

Info

Publication number
CN102535739B
CN102535739B CN201210055113.2A CN201210055113A CN102535739B CN 102535739 B CN102535739 B CN 102535739B CN 201210055113 A CN201210055113 A CN 201210055113A CN 102535739 B CN102535739 B CN 102535739B
Authority
CN
China
Prior art keywords
prefabricated
prefabricated block
block plate
step
plate
Prior art date
Application number
CN201210055113.2A
Other languages
Chinese (zh)
Other versions
CN102535739A (en
Inventor
沈汉杰
Original Assignee
沈汉杰
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 沈汉杰 filed Critical 沈汉杰
Priority to CN201210055113.2A priority Critical patent/CN102535739B/en
Publication of CN102535739A publication Critical patent/CN102535739A/en
Application granted granted Critical
Publication of CN102535739B publication Critical patent/CN102535739B/en

Links

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

The Prefabricated block plate body of curtain wall type building and the engineering method of external wall system and external wall system

Technical field

The present invention relates to a kind of precast facade body of wall, a kind of building structure external wall system being spliced by this precast facade body of wall, and the engineering method of this building structure external wall system.

Background technology

The external wall system of existing curtain wall type building has following some shortcoming.The one, aspect the exterior wall of highrise building, existing curtain buildings, because there is the safety problems such as shock and fire prevention, is only suitable for using with office space in public.The 2nd, the combination construction exterior wall cost of existing concrete and brick constantly increases, and consumption of raw material is very large, and construction is complicated.The 3rd, existing steel building, the structure based on 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 construction method is the direction of policy support, is also the means of market competition.

Summary of the invention

The object of this invention is to provide a kind of Prefabricated block plate of curtain wall type building and the engineering method of external wall system and external wall system, the external wall system that solve existing curtain wall type building is only suitable for using, being not suitable for office space in public the problem of housing construction; And the external wall system manufacturing cost that solves existing curtain wall type building is large, the complicated technical problem of constructing.

For achieving the above object, the present invention adopts following technical scheme: a kind of Prefabricated block plate of curtain wall type building, its plate body is steel fibre reinforced concrete structure, it is characterized in that: the plate body top edge of described Prefabricated block plate is provided with horizontal L shaped draw-in groove, on the sidewall of horizontal L shaped draw-in groove, lateral separation is distributed with the straight-through connecting hole of Prefabricated block plate again, the lower limb of its plate body is provided with the horizontal L shaped plush copper corresponding with horizontal L shaped draw-in groove on lower floor contiguous prefabricated module board, and the left and right sides edge of the medial surface of its plate body all vertical interval is embedded with longitudinal inner thread sleeve.

On the medial surface of its plate body, has decorative heat preservation layer, this decorative heat preservation layer comprises outer inorganic plate, interior inorganic plate, inorganic gusset and fireproof heat insulating rock wool, described outer inorganic plate and plate body are condensed into one, described inorganic gusset spaced and parallel is distributed between outer inorganic plate and interior inorganic plate and by outer inorganic plate and interior inorganic plate and connects as one, and described fireproof heat insulating rock wool is filled in the cavity that outer inorganic plate, interior inorganic plate and inorganic gusset surround.

Described plate body can be flat board or bending plate.

A kind of external wall system of curtain wall type building, Prefabricated block plate by one one is assembled, it is characterized in that: the plate body of described Prefabricated block plate is 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, lateral separation is distributed with the straight-through connecting hole of Prefabricated block plate again, the lower limb of Prefabricated block plate is provided with the horizontal L shaped plush copper corresponding with horizontal L shaped draw-in groove on lower floor contiguous prefabricated module board, in the left and right sides edge of the medial surface of Prefabricated block plate, is all embedded with longitudinal inner thread sleeve in vertical interval.

With two blocks of adjacent Prefabricated block plate of layer, by prefabricated principal post, link together, this prefabricated principal post comprises interior inorganic lath, outer inorganic lath, and be clipped in the steel fibre reinforced concrete interlayer between interior inorganic lath and outer inorganic lath, and the top edge of steel fibre reinforced concrete interlayer and lower edge are all embedded with vertical inner thread sleeve, on prefabricated principal post, have the straight-through connecting hole of the two row prefabricated principal post corresponding with longitudinal screw sleeve on Prefabricated block plate, there is connecting bolt one through the straight-through connecting hole of prefabricated principal post and be threaded in longitudinal inner thread sleeve, prefabricated principal post and Prefabricated block plate are linked together, between prefabricated principal post and Prefabricated block plate, be provided with cement layer.

Junction at two blocks of adjacent Prefabricated block plates of levels is provided with horizontal floor channel-section steel, between the medial surface of the web of floor channel-section steel and Prefabricated block plate, be also provided with cement layer, there is connecting bolt two through web and the straight-through connecting hole of Prefabricated block plate of floor channel-section steel, and by nut two, floor channel-section steel and Prefabricated block plate are linked together, there is connecting bolt three through the frange plate up and down of floor channel-section steel and be threaded in vertical inner thread sleeve, by nut three, the vertical inner thread sleeve in floor channel-section steel and prefabricated principal post is 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 floor channel-section steel, the floor bar of floor outer edge is hooked on connecting bolt two and connecting bolt three, between the outward flange of floor and the interior recess of floor channel-section steel, be filled with cast-in-situ concrete, between the medial surface of the bottom of the web of floor channel-section steel and Prefabricated block plate, be provided with fluid sealant, between the bottom wing listrium of floor channel-section steel and the bottom surface of floor, be also provided with fluid sealant.

Described Prefabricated block plate also comprises the decorative heat preservation layer on the medial surface that is attached to Prefabricated block plate, this decorative heat preservation layer comprises outer inorganic plate, interior inorganic plate, inorganic gusset and fireproof heat insulating rock wool, described outer inorganic plate and Prefabricated block plate are condensed into one, inorganic gusset spaced and parallel is distributed between outer inorganic plate and interior inorganic plate and by outer inorganic plate and interior inorganic plate and connects as one, and described 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 inorganic lath and form, the two ends, left and right of this coupling assembling are all clipped in it between the outer inorganic plate and interior inorganic plate of adjacent 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 the external wall system of curtain wall type building at external corner place is bending plate.

An engineering method for the external wall system of described curtain wall type building, is characterized in that construction sequence is as follows: step 1, at produce in factory, complete Prefabricated block plate, prefabricated principal post and floor channel-section steel, and be transported to job site, step 2, in the outer edge that has reached the floor of instructions for use, floor channel-section steel is set, makes the interior recess of floor channel-section steel entangle the outward flange of floor, 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, with connecting bolt three and nut three, the vertical inner thread sleeve in floor bar, floor channel-section steel and prefabricated principal post is linked together, 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 by Prefabricated block plate, floor bar in upper floor board slot steel and upper strata floor links together, make the top edge overlap joint of the Prefabricated block plate that the lower limb of Prefabricated block plate is 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 through the longitudinal inner thread sleeve in the straight-through connecting hole of prefabricated principal post and Prefabricated block plate, 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 fluid sealant joint filling, at the bottom of floor channel-section steel and the transverse joint place between Prefabricated block plate, also adopt fluid sealant joint filling, in the interior recess of floor channel-section steel, pour into cast-in-situ concrete, floor channel-section steel is connected with floor perfusion, at the web of floor channel-section steel and the transverse joint place cement injection between Prefabricated block plate, form cement layer, step 7, at a transverse joint place for the two block Prefabricated block plates adjacent with levels of the vertical abutment joint place with the adjacent two blocks of Prefabricated block plate of layer, adopts outer decorative paint to carry out joint filling, and decorative paint outside brushing on the lateral surface of Prefabricated block plate.

The engineering method of the external wall system of described curtain wall type building, is characterized in that: in described step 1, the method for making Prefabricated block plate can be as follows; Step 1, lay template, the bottom of template is corresponding with the external surface of Prefabricated block plate, and in template, the position of corresponding horizontal L shaped draw-in groove and horizontal L shaped plush copper is provided with concavo-convex, and the position that corresponding Prefabricated block plate leads directly to connecting hole inside template arranges column jecket; Step 2, lay bottom concrete, on concrete, place steel mesh reinforcement and longitudinal inner thread sleeve, between longitudinal inner thread sleeve, with reinforcing bar, be connected to each other, assembling reinforcement net and be connected to the reinforcing bar between longitudinal inner thread sleeve; Step 3, concreting, until concrete is equal with the height of longitudinal inner thread sleeve, making the concrete surface of building is matsurface; Step 4, until concrete hardness, reach after requirement, 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, decorative paint reaches after requirement outside, lays spraying die; Step 7, on die, adopt spray painting pattern; Step 8, lifting Prefabricated block plate.

The engineering method of the external wall system of described curtain wall type building, is characterized in that: in described step 1, the method for making Prefabricated block plate can be as follows; Step 1: lay template, the bottom of template is corresponding with the external surface of Prefabricated block plate, in template, the position of corresponding horizontal L shaped draw-in groove and horizontal L shaped plush copper is provided with concavo-convex, and the position that corresponding Prefabricated block plate leads directly to connecting hole inside template arranges column jecket; Step 2: lay bottom concrete, place steel mesh reinforcement and longitudinal inner thread sleeve on concrete, be connected to each other with reinforcing bar between longitudinal inner thread sleeve, assembling reinforcement net and be connected to the reinforcing bar between inner thread sleeve; Step 3: concreting, until concrete is equal with the height of longitudinal inner thread sleeve, making the concrete surface of building is matsurface; Step 4: longitudinal direction is laid outer inorganic plate on concrete, the edge of outer inorganic plate between two row longitudinal inner thread sleeves and from and template on concavo-convex between; Step 5: the position spraying adhesive glue of placing outside inorganic gusset in inorganic plate; Step 6: longitudinally 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 fireproof heat insulating rock wool; Step 8: spray adhesive glue on inorganic gusset; Step 9: inorganic plate in laying on inorganic gusset; Step 10: reach after instructions for use until concrete and adhesive glue, 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: decorative paint reaches after requirement outside, lays spraying die; Step 13: adopt spray painting pattern on die; Step 14: lifting has the Prefabricated block plate of fireproof heat insulating function.

The engineering method of the external wall system of described curtain wall type building, is characterized in that: in described step 1, the method for making prefabricated principal post can be as follows; Step 1: longitudinally 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 outside on inorganic lath, be connected to each other assembling reinforcement net and be connected to the reinforcing bar between vertical inner thread sleeve between vertical inner thread sleeve with reinforcing bar; Step 3: concreting, more inorganic lath in laying on concrete; Step 4: after 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 type building, reduced constructional materials use amount, described external wall system is by some blocks of Prefabricated block plates and some the large-area whole exterior walls that prefabricated principal post is assembled, Prefabricated block plate comprises very thin Prefabricated block plate, not only lightweight, and in the intensity of using, can also guarantee the safety factor of building, the material consumption amount of Prefabricated block plate is 20% left and right of 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, total cost is also 60% left and right of existing external wall of building cost, so greatly reduce materials'use cost and the construction cost of existing building, the consumption of minimizing to resource, reach energy-saving and emission-reduction object.

The present invention has adopted very simple construction method, has changed the structural system of the residence outer wall of highrise building, has reduced every building costs, is conducive to carry out energy-saving and emission-reduction and the innovation of industry, the particularly develop house of steel work industry of building.

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 interior trim layer), it adopts very thin Prefabricated block plate is exterior wall part, can when plant produced Prefabricated block plate, just decorative heat preservation layer and Prefabricated block plate with fire prevention (fire-resistant) and heat insulation function be condensed into one as required, also can be separately when secondary decoration according to the difference of the weather in region and environment for use (for example, according to office building and industrial occupancy, the difference of public place and house requires), select the decorative heat preservation layer of variety classes function, can also select not do decorative heat preservation layer, like this, more be conducive to the control of building costs and reduce the rubbish that produces when secondary is decorated and to atmospheric pollution.

Described Prefabricated block plate has not only guaranteed durable weatherability, the impact of existing building, the safeties such as impact of kitchen gas burst, also contributes to maintenance and the transformation of exterior wall internal insulation.The structure of Prefabricated block plate and form of construction work, guaranteed the waterproof of exterior wall, antiseep, stop gaping of joints, the plate body area of Prefabricated block plate is lightweight greatly, can large area lift, the few exterior Decorative Construction of body of wall seam is easily processed and is attractive in appearance, and construction cost is low, easy to operate.

The upper end overlap joint of the lower end of described Prefabricated block plate and lower floor's Prefabricated block plate, is conducive to install and prevent the corrosion of rainwater to bolt; The straight-through connecting hole of Prefabricated block plate on Prefabricated block plate is bolt hole, can guarantee that Prefabricated block plate is more effective with being connected of floor, prevents from being connected impairedly because of earthquake etc. is former thereby cause Prefabricated block plate and prefabricated principal post longitudinal, and safety factor is high.

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 is also that hair is thick, adopts now to smear cement layer and is connected sealing between the lateral surface of prefabricated principal post and the medial surface of Prefabricated block plate, and mao asperities is conducive to fusing of cement layer.Connecting bolt one is connected with longitudinal inner thread sleeve through the straight-through connecting hole of prefabricated principal post of prefabricated principal post and the right and left of Prefabricated block plate, can allow tightr that prefabricated principal post is connected with Prefabricated block plate, indirectly strengthen the longitudinal stress coefficient of prefabricated principal post.

Described structural wall is connected with floor by 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 object of rapid construction.The vertical inner thread sleeve of prefabricated principal post top edge is connected and tightens up with floor channel-section steel through floor channel-section steel connecting bolt, the upper end of floor channel-section steel connecting bolt is also passed the floor bar in floor and is connected and is condensed into one with floor through cast-in-situ concrete, forms firm beaer.Equally, the vertical inner thread sleeve of prefabricated principal post lower limb is connected and tightens up with floor channel-section steel through floor channel-section steel connecting bolt, the lower end of floor channel-section steel connecting bolt is also passed the floor bar in floor and is connected and is condensed into one with floor through cast-in-situ concrete, forms firm beaer.Like this, prefabricated principal post and upper strata floor and lower floor's floor are condensed into an integral body, form seamless link body.Described Prefabricated block plate is also connected with floor channel-section steel by 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 floor and is connected and is condensed into one with floor bar through cast-in-situ concrete, thereby makes Prefabricated block plate also simultaneously stressed in floor.

In building building, in the constant situation of construction method 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, can be also non-load-bearing main body, the large I of the thickness of Prefabricated block plate and prefabricated principal post change beaer stressed number.

Longitudinal inner thread sleeve and steel mesh reinforcement on described Prefabricated block plate connect as one, and contribute to the stressed and stressed globality of longitudinal inner thread sleeve, and bolt just can connect by longitudinal inner thread sleeve.Described prefabricated principal post can be used to fixing and supports the floor channel-section steel on upper and lower floor, and the straight-through connecting hole of prefabricated principal post on prefabricated principal post coordinates with connecting bolt one, and for being connected with Prefabricated block plate, prefabricated principal post is the beaer of Prefabricated block plate.

Accompanying drawing explanation

Below in conjunction with accompanying drawing, the present invention will be further described in detail.

Fig. 1 is not with the master of the Prefabricated block plate of decorative heat preservation layer to look schematic diagram.

Fig. 2 is not with a left side for the Prefabricated block plate of decorative heat preservation layer to look schematic diagram.

Fig. 3 is the schematic diagram of prefabricated principal post.

Fig. 4 is the schematic top plan view of Fig. 3.

Fig. 5 is adjacent two schematic diagram that Prefabricated block plate connects by prefabricated principal post of same layer of not being with decorative heat preservation layer.

Fig. 6 looks schematic diagram with a Prefabricated block plate left side for decorative heat preservation layer.

Fig. 7 is the schematic top plan view with the Prefabricated block plate of decorative heat preservation layer.

Fig. 8 is two blocks of Prefabricated block plates that floor channel-section steel is adjacent with levels and the connection diagram (there is no cast-in-situ concrete and cement) of floor.

Fig. 9 is two blocks of Prefabricated block plates that floor channel-section steel is adjacent with levels and the connection diagram (having cast-in-situ concrete and cement) of floor.

Figure 10 is the connection diagram (there is no cast-in-situ concrete, have cement) of two Prefabricated block plates, prefabricated principal post and floors that floor channel-section steel is adjacent with levels.

Figure 11 is the connection diagram (having cast-in-situ concrete to have cement) of two Prefabricated block plates, prefabricated principal post and floors that floor channel-section steel is adjacent with levels.

Figure 12 is not with the external wall system of curtain wall type building of decorative heat preservation layer at the schematic diagram at external corner place.

Figure 13 is the schematic diagram at inner corner trim place with the external wall system of the curtain wall type building of decorative heat preservation layer.

Figure 14 is adjacent two schematic diagram that Prefabricated block plate connects by prefabricated principal post of same layer with decorative heat preservation layer.

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 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, 16-floor, 17-floor bar, the outer inorganic plate of 18-, inorganic plate in 19-, the inorganic gusset of 20-, 21-fireproof heat insulating rock wool, 22-decorative heat preservation layer, 23-cement layer, 24-cast-in-situ concrete, 25-coupling assembling, 26-fluid sealant, 27-concrete column, 28-nut two, 29-nut three.

The specific embodiment

Referring to Fig. 1, shown in Fig. 2, the embodiment mono-of the Prefabricated block plate of this curtain wall type building, its plate body is steel fibre reinforced concrete structure, the plate body top edge of described 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, lateral separation is distributed with the straight-through connecting hole 3 of Prefabricated block plate again, the straight-through connecting hole 3 of Prefabricated block plate is for being embedded in the column jecket in Prefabricated block plate 1, the lower limb of its plate body is provided with the horizontal L shaped plush copper 4 corresponding with horizontal L shaped draw-in groove on lower floor contiguous prefabricated module board, the left and right sides edge of the medial surface of its plate body all vertical interval is embedded with longitudinal inner thread sleeve 5.

Referring to Fig. 6, Fig. 7, the embodiment bis-of the Prefabricated block plate of described curtain wall type building, be with embodiment mono-difference, the Prefabricated block plate of this curtain wall type 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, described outer inorganic plate 18 is condensed into one with plate body, described inorganic gusset 20 spaced and parallel are distributed between outer inorganic plate 18 and interior inorganic plate 19 and by outer inorganic plate 18 and connect as one with interior inorganic plate 19, described fireproof heat insulating rock wool 21 is filled in outer inorganic plate 18, in the cavity that interior inorganic plate 19 and inorganic gusset 20 surround.

Referring to Figure 12, Figure 13, in the external wall system of the assembled curtain wall type building of the Prefabricated block plate by one one, at the external corner place of this external wall system and the plate body at inner corner trim place, be bending plate, at other local plate body, be dull and stereotyped.

Referring to Fig. 1, Fig. 2, the external wall system of described curtain wall type building, by the assembled large-area whole exterior wall of prefabricated principal post by the Prefabricated block plate of one one, the plate body of Prefabricated block plate is 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, lateral separation is distributed with the straight-through connecting hole 3 of Prefabricated block plate again, the lower limb of Prefabricated block plate 1 is provided with the horizontal L shaped plush copper 4 corresponding with horizontal L shaped draw-in groove on lower floor contiguous prefabricated module board, left and right sides edge at the medial surface of Prefabricated block plate 1 is all embedded with longitudinal inner thread sleeve 5 in vertical interval.Prefabricated block plate lateral surface adopts weathering resistance coatings to be coated with the pattern of imitative brick.

Referring to Fig. 3-5, with two blocks of adjacent Prefabricated block plate of layer, by prefabricated principal post 6, link together, this prefabricated principal post 6 comprises interior inorganic lath 7, outer inorganic lath 8, and be clipped in the steel fibre reinforced concrete interlayer 9 between interior inorganic lath and outer inorganic lath, and the top edge of steel fibre reinforced concrete interlayer 9 and lower edge are all embedded with vertical inner thread sleeve 10, on prefabricated principal post 6, have the straight-through connecting hole 11 of the two row prefabricated principal post corresponding with longitudinal screw sleeve 5 on Prefabricated block plate, there is connecting bolt 1 through the straight-through connecting hole 11 of prefabricated principal post and be threaded in longitudinal inner thread sleeve 5, prefabricated principal post 6 is linked together with Prefabricated block plate 1, between prefabricated principal post 6 and Prefabricated block plate 1, being provided with cement layer 23(, now to smear cement layer be airtight and watertight padding).Between the vertical inner thread sleeve 10 of the upper lower edge of steel fibre reinforced concrete interlayer 9, by reinforcing bar, be welded and fused, and the steel mesh reinforcement colligation in reinforcing bar and steel fibre reinforced concrete interlayer 9, inner thread sleeve external form is polygonal, and middle interior circular hole is interior rib-loop bolt hole.Junction with between two blocks of adjacent Prefabricated block plate of layer, adopts outer decorative paint to carry out primary coat joint filling (adopting the coatings decoration identical with 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, between the medial surface of the web of floor channel-section steel 12 and Prefabricated block plate 1, be also provided with cement layer 23, there is connecting bolt 2 14 through web and the straight-through connecting hole 3 of Prefabricated block plate of floor channel-section steel 12, and by nut 2 28, floor channel-section steel 12 and Prefabricated block plate 1 are linked together, there is connecting bolt 3 15 through the frange plate up and down of floor channel-section steel 12 and be threaded in vertical inner thread sleeve 10, by nut 3 29, the vertical inner thread sleeve 10 in floor channel-section steel 12 and prefabricated principal post 6 is 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 connecting bolt 3 15, between the outward flange of floor 16 and the interior recess of floor channel-section steel 12, be filled with cast-in-situ concrete 24, perfusion enters through floor channel-section steel top margin upside room to adopt cast-in-situ concrete, floor 16 is connected with 12 perfusions of floor channel-section steel, between the medial surface of the bottom of the web of floor channel-section steel 12 and Prefabricated block plate 1, be provided with fluid sealant 26, adopt fluid sealant joint filling, between the bottom wing listrium of floor channel-section steel 12 and the bottom surface of floor 16, be also provided with fluid sealant 26, adopt 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 the coatings decoration identical with Prefabricated block plate facing).

Referring to Fig. 6, Fig. 7, Figure 13, Figure 14, described Prefabricated block plate also comprises the decorative heat preservation layer 22 being attached on 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, described outer inorganic plate 18 is condensed into one with Prefabricated block plate 1, described vertical inorganic gusset 20 spaced and parallel are distributed between outer inorganic plate 18 and interior inorganic plate 19 and by outer inorganic plate 18 and connect as one with interior inorganic plate 19, described fireproof heat insulating rock wool 21 is filled in outer inorganic plate 18, in the cavity that interior inorganic plate 19 and inorganic gusset 20 surround.The experiment proved that, when decorative heat preservation layer gross thickness is 100mm, its China and foreign countries' inorganic plate, interior inorganic plate thickness are 9 mm, fireproof heat insulating rock wool thickness in the middle of decorative heat preservation layer is 80mm, when fireproof heat insulating rock wool unit weight is every cube of 150kg, the fire resistance period of this decorative heat preservation layer is more than 200 minutes, and thermal transmittance is 0.6w/ (㎡ .k) below, sound insulation is more than 45 decibels, and 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 inorganic lath and form, the two ends, left and right of this coupling assembling 25 are all clipped in it between the outer inorganic plate and interior inorganic plate of adjacent decorative heat preservation layer, and this coupling assembling 25 abuts against on the medial surface of prefabricated principal post 6.

The lateral surface of described Prefabricated block plate adopts weathering resistance coatings to be coated with the pattern of imitative brick, comes off with age personal safety is produced and threatened in the time of can preventing to adopt other material to be facing.Described Prefabricated block plate and prefabricated principal post can also be that disjunctor is prefabricated, and the longitudinal the right and left of prefabricated principal post edge does not have clear opening, after steel mesh reinforcement and the steel mesh reinforcement colligation in Prefabricated block plate that prefabricated principal post protrudes, adopt pouring concrete to be integrated.Having balcony place, Prefabricated block plate is the Prefabricated block plate with balcony slab.

The engineering method of the external wall system of described curtain wall type building, its construction sequence is as follows.

Step 1, at produce in factory, complete Prefabricated block plate, prefabricated principal post 6 and floor channel-section steel 12, and be transported to job site.

Step 2, in the outer edge that has reached the floor 16 of instructions for use, floor channel-section steel 12 is set, makes the interior recess of floor channel-section steel 12 entangle the outward flange of floor.

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, with connecting bolt 3 15 and nut 3 29, the vertical inner thread sleeve 10 in floor bar 17, floor channel-section steel 12 and prefabricated principal post is linked together.Be exactly specifically, the top, upper end of prefabricated principal post withstands on the base of upper floor board slot steel, and the bottom, lower end of prefabricated principal post withstands on the top of lower floor board slot steel; Upper end at prefabricated principal post, adopt from top to bottom connecting bolt three to pass floor channel-section steel, be connected with the vertical inner thread sleeve on prefabricated principal post, in the lower end of prefabricated principal post, adopt from top to bottom connecting bolt three to pass floor channel-section steel, be connected with the vertical inner thread sleeve on prefabricated principal post; Tighten up the nut 3 29 on connecting bolt 3 15, make connecting bolt three and nut three prefabricated principal post, floor channel-section steel and floor bar fixing compact, then constantly repeat, until to the prefabricated principal post installation with layer, then carry out next step construction.

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 2 14 and nut 2 28, the floor bar 17 in Prefabricated block plate, upper floor board slot steel and upper strata floor is linked together, specifically, adopt exactly connecting bolt 2 14 through the straight-through connecting hole 3 of Prefabricated block plate and floor channel-section steel 12, and tighten up nut 2 28 on connecting bolt two, make connecting bolt 2 14 and nut 2 28 the floor bar fixing compact in Prefabricated block plate, upper floor board slot steel and upper strata floor.Make the top edge overlap joint of the Prefabricated block plate that the lower limb of Prefabricated block plate is 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 1 through the straight-through connecting hole 11 of prefabricated principal post with longitudinal inner thread sleeve 5 in Prefabricated block plate, 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 fillings, at the bottom of floor channel-section steel 12 and the transverse joint place between Prefabricated block plate, also adopt fluid sealant 26 joint fillings, 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 perfusions, at the web of floor channel-section steel 12 and the transverse joint place cement injection between Prefabricated block plate, form cement layer 23.

Step 7, at a transverse joint place for the two block Prefabricated block plates adjacent with levels of the vertical abutment joint place with the adjacent two blocks of Prefabricated block plate of layer, adopts outer decorative paint to carry out joint filling, and decorative paint outside brushing on the lateral surface of Prefabricated block plate.

This construction method can be to install the prefabricated principal post 6 of one deck, then the Prefabricated block plate of this layer is installed, and can be also the prefabricated principal post 6 that installs all layers, then Prefabricated block plate is installed.

In described step 1, make not with the method for the Prefabricated block plate of decorative heat preservation layer as follows; Step 1, laying template, the bottom of template is corresponding with the external surface of Prefabricated block plate, and in template, the position of corresponding horizontal L shaped draw-in groove and horizontal L shaped plush copper is provided with concavo-convex position, and inside template, the position of the straight-through connecting hole of corresponding Prefabricated block plate arranges column jecket; Step 2, lay bottom concrete, on concrete, place steel mesh reinforcement and longitudinal inner thread sleeve 5, between longitudinal inner thread sleeve 5, with reinforcing bar, be connected to each other, assembling reinforcement net and be connected to the reinforcing bar between longitudinal inner thread sleeve; Step 3, concreting, until concrete is equal with the height of longitudinal inner thread sleeve, making the concrete surface of building is matsurface; Step 4, until concrete hardness, reach after requirement, 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, decorative paint reaches after requirement outside, lays spraying die; Step 7, on die, adopt spray painting pattern; Step 8, lifting Prefabricated block plate.

In described step 1, making is as follows with the method for the Prefabricated block plate of decorative heat preservation layer; Step 1: lay template, the bottom of template is corresponding with the external surface of Prefabricated block plate, in template, the position of corresponding horizontal L shaped draw-in groove and horizontal L shaped plush copper is provided with concavo-convex, and the position that corresponding Prefabricated block plate leads directly to connecting hole inside template arranges column jecket; Step 2: lay bottom concrete, place steel mesh reinforcement and longitudinal inner thread sleeve on concrete, be connected to each other with reinforcing bar between longitudinal inner thread sleeve, assembling reinforcement net and be connected to the reinforcing bar between inner thread sleeve; Step 3: concreting, until concrete is equal with the height of longitudinal inner thread sleeve, making the concrete surface of building is matsurface; Step 4: longitudinal direction is laid outer inorganic plate 18 on concrete, the edge of outer inorganic plate 18 between two row longitudinal inner thread sleeves and from and template on concavo-convex between; Step 5: the position spraying adhesive glue of placing outside inorganic gusset in inorganic plate 18; Step 6: longitudinally 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 fireproof heat insulating rock wool; Step 8: spray adhesive glue on inorganic gusset 20; Step 9: inorganic plate 19 in laying on inorganic gusset 20; Step 10: reach after instructions for use until concrete and adhesive glue, 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: decorative paint reaches after requirement outside, lays spraying die; Step 13: adopt spray painting pattern on die; Step 14: lifting has the Prefabricated block plate of fireproof heat insulating function.

In described step 1, the method for making prefabricated principal post 6 is as follows; Step 1: longitudinally 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 outside on inorganic lath, be connected to each other assembling reinforcement net and be connected to the reinforcing bar between vertical inner thread sleeve between vertical inner thread sleeve with reinforcing bar; Step 3: concreting, more inorganic lath 7 in laying on concrete; Step 4: after concrete reaches requirement, tear four limit punching blocks open; Step 5: lift by crane prefabricated principal post.

Claims (7)

1. the external wall system of curtain wall type building, Prefabricated block plate by one one is assembled, it is characterized in that: the plate body of described Prefabricated block plate is 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), lateral separation is distributed with the straight-through connecting hole (3) of Prefabricated block plate again, the lower limb of Prefabricated block plate (1) is provided with the horizontal L shaped plush copper (4) corresponding with horizontal L shaped draw-in groove on lower floor contiguous prefabricated module board, left and right sides edge at the medial surface of Prefabricated block plate (1) is all embedded with longitudinal inner thread sleeve (5) in vertical interval,
With two blocks of adjacent Prefabricated block plate of layer, by prefabricated principal post (6), link together, this prefabricated principal post (6) comprises interior inorganic lath (7), outer inorganic lath (8), and be clipped in the steel fibre reinforced concrete interlayer (9) between interior inorganic lath and outer inorganic lath, and the top edge of steel fibre reinforced concrete interlayer (9) and lower edge are all embedded with vertical inner thread sleeve (10), on prefabricated principal post (6), have the straight-through connecting hole (11) of the two row prefabricated principal post corresponding with longitudinal screw sleeve (5) on Prefabricated block plate, there is connecting bolt one (13) through the straight-through connecting hole (11) of prefabricated principal post and be threaded in longitudinal inner thread sleeve (5), prefabricated principal post (6) and Prefabricated block plate (1) are linked together, between prefabricated principal post (6) and Prefabricated block plate (1), be provided with cement layer (23),
In the junction of two blocks of adjacent Prefabricated block plates of levels, be provided with horizontal floor channel-section steel (12), between the medial surface of the web of floor channel-section steel (12) and Prefabricated block plate (1), be also provided with cement layer (23), there is connecting bolt two (14) through web and the straight-through connecting hole (3) of Prefabricated block plate of floor channel-section steel (12), and by nut two (28), floor channel-section steel (12) and Prefabricated block plate (1) are linked together, there is connecting bolt three (15) through the frange plate up and down of floor channel-section steel (12) and be threaded in vertical inner thread sleeve (10), by nut three (29), the vertical inner thread sleeve (10) in floor channel-section steel (12) and prefabricated principal post (6) is 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 connecting bolt three (15), between the interior recess of the outward flange of floor (16) and floor channel-section steel (12), be filled with cast-in-situ concrete (24), between the medial surface of the bottom of the web of floor channel-section steel (12) and Prefabricated block plate (1), be provided with fluid sealant (26), between the bottom surface of the bottom wing listrium of floor channel-section steel (12) and floor (16), be also provided with fluid sealant (26).
2. the external wall system that curtain wall type according to claim 1 is built, it is characterized in that: on the medial surface of described Prefabricated block plate (1), have decorative heat preservation layer (22), 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), described 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 interior inorganic plate (19) and by outer inorganic plate (18) and interior inorganic plate (19) and connects as one, described fireproof heat insulating rock wool (21) is filled in outer inorganic plate (18), in the cavity that 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 inorganic lath and form, the two ends, left and right of this coupling assembling (25) are all clipped in it between the outer inorganic plate and interior inorganic plate of adjacent decorative heat preservation layer, and this coupling assembling (25) abuts against on the medial surface of prefabricated principal post (6).
3. the external wall system of curtain wall type building according to claim 1, is characterized in that: Prefabricated block plate and the Prefabricated block plate at inner corner trim place of the external wall system of curtain wall type building at external corner place is bending plate.
4. an engineering method for the external wall system that the curtain wall type described in the claims 1 is built, is characterized in that construction sequence is as follows:
Step 1, at produce in factory, complete Prefabricated block plate, prefabricated principal post (6) and floor channel-section steel (12), and be transported to job site;
Step 2, in the outer edge that has reached the floor (16) of instructions for use, floor channel-section steel (12) is set, makes the interior recess of floor channel-section steel (12) entangle the outward flange of floor;
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, with connecting bolt three (15) and nut three (29), the vertical inner thread sleeve (10) in floor bar (17), floor channel-section steel (12) and prefabricated principal post is linked together;
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) by Prefabricated block plate, floor bar (17) in upper floor board slot steel and upper strata floor links together, make the top edge overlap joint of the Prefabricated block plate that the lower limb of Prefabricated block plate is 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) through the longitudinal inner thread sleeve (5) in the straight-through connecting hole (11) of prefabricated principal post and Prefabricated block plate, 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 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 (16) perfusion, at the web of floor channel-section steel (12) and the transverse joint place cement injection between Prefabricated block plate, form cement layer (23);
Step 7, at a transverse joint place for the two block Prefabricated block plates adjacent with levels of the vertical abutment joint place with the adjacent two blocks of Prefabricated block plate of layer, adopts outer decorative paint to carry out joint filling, and decorative paint outside brushing on the lateral surface of Prefabricated block plate.
5. the engineering method of the external wall system of curtain wall type building according to claim 4, is characterized in that: in described step 1, the method for making Prefabricated block plate is as follows;
Step 1, lay template, the bottom of template is corresponding with the external surface of Prefabricated block plate, and in template, the position of corresponding horizontal L shaped draw-in groove and horizontal L shaped plush copper is provided with concavo-convex, and the position that corresponding Prefabricated block plate leads directly to connecting hole inside template arranges column jecket;
Step 2, lay bottom concrete, place steel mesh reinforcement and longitudinal inner thread sleeve (5) on concrete, longitudinal inner thread sleeve is connected to each other with reinforcing bar between (5), assembling reinforcement net and be connected to the reinforcing bar between longitudinal inner thread sleeve;
Step 3, concreting, until concrete is equal with the height of longitudinal inner thread sleeve, making the concrete surface of building is matsurface;
Step 4, until concrete hardness, reach after requirement, 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, decorative paint reaches after requirement outside, lays spraying die
Step 7, on die, adopt spray painting pattern;
Step 8, lifting Prefabricated block plate.
6. the engineering method of the external wall system of curtain wall type building according to claim 4, is characterized in that: in described step 1, the method for making Prefabricated block plate is as follows;
Step 1: lay template, the bottom of template is corresponding with the external surface of Prefabricated block plate, in template, the position of corresponding horizontal L shaped draw-in groove and horizontal L shaped plush copper is provided with concavo-convex, and the position that corresponding Prefabricated block plate leads directly to connecting hole inside template arranges column jecket;
Step 2: lay bottom concrete, place steel mesh reinforcement and longitudinal inner thread sleeve on concrete, be connected to each other with reinforcing bar between longitudinal inner thread sleeve, assembling reinforcement net and be connected to the reinforcing bar between inner thread sleeve;
Step 3: concreting, until concrete is equal with the height of longitudinal inner thread sleeve, making the concrete surface of building is matsurface;
Step 4: longitudinal direction is laid outer inorganic plate (18) on concrete, the edge of outer inorganic plate (18) between two row longitudinal inner thread sleeves and from and template on concavo-convex between;
Step 5: the upper position of placing inorganic gusset of inorganic plate (18) sprays adhesive glue outside;
Step 6: longitudinally 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 fireproof heat insulating rock wool;
Step 8: at the upper spraying of inorganic gusset (20) adhesive glue;
Step 9: inorganic plate (19) in the upper laying of inorganic gusset (20);
Step 10: reach after instructions for use until concrete and adhesive glue, 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: decorative paint reaches after requirement outside, lays spraying die;
Step 13: adopt spray painting pattern on die;
Step 14: lifting has the Prefabricated block plate of fireproof heat insulating function.
7. the engineering method of the external wall system of curtain wall type building according to claim 4, is characterized in that: in described step 1, the method for making prefabricated principal post (6) is as follows;
Step 1: longitudinally 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 outside on inorganic lath, be connected to each other assembling reinforcement net and be connected to the reinforcing bar between vertical inner thread sleeve between vertical inner thread sleeve with reinforcing bar;
Step 3: concreting, more inorganic lath (7) in laying on concrete;
Step 4: after concrete reaches requirement, tear four limit punching blocks open;
Step 5: lift by crane prefabricated principal post.
CN201210055113.2A 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 CN102535739B (en)

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 CN102535739A (en) 2012-07-04
CN102535739B true CN102535739B (en) 2014-11-26

Family

ID=46343635

Family Applications (1)

Application Number Title Priority Date Filing Date
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

Country Status (1)

Country Link
CN (1) CN102535739B (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
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
CN104389346B (en) * 2014-11-19 2016-08-31 山西奥铭科技有限公司 A kind of high-strength light shearing formula assembled building structural system and preparation 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
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
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
CN106567494B (en) * 2016-10-26 2019-03-08 南昌大学 A kind of prefabricated outer wall panel and its assembly method

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
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

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001315112A (en) * 2000-05-02 2001-11-13 Ug Kizai Kk Assembly type shuttering
US8051623B2 (en) * 2004-04-26 2011-11-08 Stephen N. Loyd Irrevocable Family Trust Curtain wall system and method
JP2009221789A (en) * 2008-03-18 2009-10-01 Ykk Ap株式会社 Curtain wall and building

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
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

Also Published As

Publication number Publication date
CN102535739A (en) 2012-07-04

Similar Documents

Publication Publication Date Title
CN104947792B (en) Green light steel assembling house and installation method are built in a kind of letter
JP3218530U (en) Central assembly steel structure
CN101265723B (en) Architecture structure system assembled by composite building board and building method
CN102477778B (en) Prefabricated heat-retaining composite plate and assembly, prefabricating method and mould profile thereof as well as template and concrete slab comprising composite plate
CN202073197U (en) Composite board and assembly thereof, template, concrete slab and mould section bar comprising same
US6871466B2 (en) Structure formed of foaming cement and lightweight steel and a structural system and method of forming the structural system
CN101974956B (en) Built-in latticed steel frame exterior protected structural slab as well as building and production and construction method thereof
CN103015565B (en) Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method
CN1147652C (en) Technology for building house with slab-type structure
CN102505763B (en) Externally laid masonry composite heat-insulating sintered building block exterior wall heat insulating system
CN100464043C (en) Bound-type composite heat-insulation wall with support body
CN104594522B (en) A kind of prefabricated outer wall panel and its production method and assembling type outer wall system
CN203393894U (en) Thin-wall profile steel compounded external wallboard
CN104947788B (en) A kind of modular assembly formula building systems and its method of construction
CN204252269U (en) A kind of Prefabricated steel construction integration assembling green building Component composition assembly unit
WO2017197853A1 (en) Insulation precast wall and prefabricated building
CN103114663B (en) Assemble type multifunctional outer wall body and production and installation method thereof
CN101353929B (en) Industrialization energy-saving building house
CN102182265B (en) A kind of Multifunctional die wallboard structural system for fast house building
CN101818527A (en) Assembled integral shear wall structure system and construction method thereof
CN201687102U (en) Assembled integral type shear wall structure system
WO2011116622A1 (en) Composite thermal insulation wall with mesh and plaster at both sides
CN102561585B (en) External wall slab of prefabricated cast-in-place composite concrete shear wall and manufacture and installation methods
CN105863067B (en) A kind of modularization low layer assembled Special-Shaped Column steel house system
CN102587693B (en) Two-storey modular villa building and construction method thereof

Legal Events

Date Code Title Description
PB01 Publication
C06 Publication
SE01 Entry into force of request for substantive examination
C10 Entry into substantive examination
GR01 Patent grant
C14 Grant of patent or utility model