CN102587540A - External wall board for fabricated composite shear wall, and manufacturing and on-site installation method - Google Patents
External wall board for fabricated composite shear wall, and manufacturing and on-site installation method Download PDFInfo
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- CN102587540A CN102587540A CN2012100561331A CN201210056133A CN102587540A CN 102587540 A CN102587540 A CN 102587540A CN 2012100561331 A CN2012100561331 A CN 2012100561331A CN 201210056133 A CN201210056133 A CN 201210056133A CN 102587540 A CN102587540 A CN 102587540A
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Abstract
The invention discloses an external wall board for a fabricated composite shear wall, and a manufacturing and on-site installation method. The length and height of the wall board depend on the dimension of a building, the thickness thereof is 140mm-550mm, door and window holes are preserved on the wall board, the cross section structure of the wall board includes: an A cementing material protection layer, a slight material insulation layer, a stress layer of the reinforced concrete shear wall and a C cementing material decoration layer; long and short connection steel bars are arranged between the layers; reinforcing steel bars protrude from four sides of the stress layer of the reinforced concrete structure, and U-shaped or V-shaped grooves are arranged around the slight material insulation layer; the manufacturing method thereof includes: manufacturing cementing material boards, adding connection steel bars between boards, filling the slight insulation material insulation layer, casting the reinforced concrete layer, and then maintaining. On-site installation includes: welding the connection steel bars, inserting seal strips into the grooves, and casting concrete in the connection spaces. The wall board is energy-saving, low in power consumption, environmentally friendly, economic and practical, and firm and livable; fabrication is completed in factory; the integrated installation performance is provided; and full-function universality of requirements of four-step energy-saving residence buildings on the wall is available.
Description
Technical field
The present invention relates to a kind of precasting composite shear wall side fascia and manufacturing and on-the-spot mounting method, belong to housing construction body of wall technology.
Background technology
In the present existing residential structure system; Housing construction mainly comprises exterior wall, beam, floor, elevator tube, staircase, infilled wall in basis, the concrete shearing; Insulation layer is pasted in the back, decorating inner and external walls is plastered; Adopt cast-in-situ concrete shear wall structure system, concrete manomelia structural system, exterior wall must be done insulation in addition with polyphenyl plate or extruded sheet and handle; The housing construction that this structural system is built exists following deficiency in practical application: traditional construction material from great, energy consumption is high, function singleness, for reaching required body of wall profile, the handwork body of wall that superposes repeatedly at the scene.Because heat insulating material is asynchronous application life with main building, heat insulating material needs to change repeatedly, causes and brings construction cost high, and resource consumption is big, and contaminated environment increases drawbacks such as disaster hidden-trouble.
Summary of the invention
The object of the invention is to provide a kind of precasting composite shear wall side fascia and manufacturing and on-the-spot mounting method.That described precasting composite shear wall side fascia has is energy-conservation, low consumption, environmental protection; Economical and practical; Firm livable; Batch production is prefabricated, integrated installation; Behind adjustment insulation layer and the reinforced concrete shear wall stressor layers thickness, have the Full Featured universality of four step energy-saving residences to the body of wall requirement.
The present invention realizes through following technical scheme; A kind of precasting composite shear wall side fascia is characterized in that, this precasting composite shear wall side fascia is its length with building standard width of a room in an old-style house axis spacing; With the building floor height is its height; Its thickness is 140mm-550mm, reinforced concrete shear wall structural stress layer thickness 120mm-350mm wherein, light-weight thermal insulation material layer thickness 20mm-200mm; Be shaped on the reservation door and window hole on it; Under user mode, this precasting composite shear wall side fascia cross-sectional configuration comprises from outside to inside successively: A cementitious material topping, light-weight thermal insulation material layer, reinforced concrete shear wall stressor layers, C cementitious material decorative layer; Between A cementitious material topping and C cementitious material decorative layer, long dowel is set; Between A cementitious material topping and reinforced concrete shear wall stressor layers, short dowel is set; Leave in the top edge of reinforced concrete shear wall stressor layers and left and right edge and directly to move back platform, support and leave stool leg shape, and around the reinforced concrete shear wall stressor layers, stretch out indented bars at the lower limb position; Establish B cementitious material layer directly moving back platform light-weight thermal insulation material layer exsertion part; The U-shaped groove that a length equates with the light-weight thermal insulation material layer width is offered in middle part in upper and lower two sides of light-weight thermal insulation material layer; The v-depression that a length equates with the light-weight thermal insulation material layer height is offered in middle part in left and right two sides of light-weight thermal insulation material layer.
The cementitious material of the A cementitious material topping in the above-mentioned structure, B cementitious material layer and C cementitious material decorative layer is the composition of high strength gypsum, cement, flyash, glass fiber muscle and waterproof agent; Or be the composition of high strength gypsum, cement, glass fiber muscle and waterproof agent, or be the composition of high strength gypsum, glass fiber muscle and waterproof agent.
Light material in the light-weight thermal insulation material layer in the above-mentioned structure is polyphenyl plate, extruded sheet, rock wool or vegetable fibre board.
Long and short dowel in the above-mentioned structure is the square plastic pipe, and the two ends of pipe are shaped on many lobes type umbrella head respectively, interspersed reel in the pipe, and the short dowel mouth of pipe is of a size of 10*10mm, and length is 90mm-140mm; The long dowel mouth of pipe is of a size of 15*15mm, and length is 100mm-350mm;
The manufacturing approach of the precasting composite shear wall side fascia of said structure, its process is to realize in middle factory, it is characterized in that comprising following process:
1) preparation A cementitious material topping on smooth template, at first, paving does not comprise the cementitious material of glass fiber muscle, repaves into the glass fiber muscle, wipes off to form A cementitious material topping;
2) will shift to an earlier date the prefabricated light heat insulation material that has long and short dowel and be laid on the A cementitious material topping, jam-packed flattens; The described prefabricated process of light-weight thermal insulation material layer that has long and short dowel is: earlier long and short dowel one end is scalded the palpus of falling umbrella head, three short dowels are passed at parallelly connected eyelet, and stick with glue knot; By the scale of indicating on the operating desk, on light heat insulation material, scald the hole, wear long and short dowel; Through a half, daub pierces into and squeezes sternly the light heat insulation material turn-over; The long and short dowel blanching of the other end is fixed to the head of falling the umbrella, and it is subsequent use to make light-weight thermal insulation material layer;
3) in step 2) arrange the good screw thread iron reinforced frame of prefabricated welding on the light-weight thermal insulation material layer of system, and around reinforced frame, fix the 2 layers of group's template of living, build concrete afterwards and form the reinforced concrete shear wall stressor layers;
4) preparation C cementitious material decorative layer on the reinforced concrete shear wall stressor layers, at first, paving does not comprise and the cementitious material of glass fiber muscle is pressed into the glass fiber muscle again, wipes off and forms C cementitious material decorative layer;
5) preparation B cementitious material decorative layer on the panel edges stepped portions, at first, paving does not comprise and the cementitious material of glass fiber muscle is pressed into the glass fiber muscle again, wipes off and forms B cementitious material layer; Form precasting composite shear wall side fascia;
6) it is steam-cured or after high temperature season natural curing, obtain precasting composite shear wall side fascia the precasting composite shear wall side fascia of step 5) system to be gone into kiln;
7) upper and lower faces of the light-weight thermal insulation material layer of the compound external wall panel of as ready is scalded move back U-lag; The boiling hot V-shaped groove that moves back on the left and right two sides of its light-weight thermal insulation material layer.
Precasting composite shear wall side fascia said structure or that said method is made is mounting method at the construction field (site), it is characterized in that comprising following process:
1) when construction, wait in the horizontal U-lag of plate and paste olive shape light heat insulation material weather strip, wait in the vertical V-shaped groove of plate and paste rhombus light heat insulation material weather strip, shop coated plate seam putty squeezes tight when coming plate to install;
When 2) precasting composite shear wall exterior wall comes plate to install, the reinforcing bar of position of joints between welding precasting composite shear wall side fascia and the precasting composite shear wall side fascia, between precasting composite shear wall side fascia and the floor;
3) with precasting composite shear wall side fascia Zhi Jiedian place permanent formwork, cast position of joints concrete is accomplished wallboard and is installed.
The invention has the advantages that that this precasting composite shear wall side fascia has is energy-conservation, low consumption, environmental protection; Economical and practical; Firm livable; Batch production is prefabricated, integrated installation; Behind adjustment insulation layer and the reinforced concrete shear wall stressor layers thickness, have the Full Featured universality of four step energy-saving residences to the body of wall requirement.Wall plate structure is simple, reasonable, and it is composited by the insulation layer of superperformance and the steel bar concrete layer of good resistance stress, has excellent energy-saving property and safety in utilization; Its preparation raw material is partly originated in discarded object, then has the cheap property of the feature of environmental protection, recycling economy property, raw material sources popularity and manufacturing price again; Its manufacture process is simple, moulding in factory, and the machining shape size is easy to control with accurate, and therefore, it also has on-the-spot simple installation agility.Complex heat-preservation shearing external wallboard block with such excellent properties is widely used in building the outer body of wall of big or small high residential building, and the residence outer wall surface of being built up is beautiful, durable in use, need not to change long service life.
Description of drawings
Fig. 1 is a precasting composite shear wall external wall panel structure schematic perspective view of the present invention.
Among the figure: 1 for directly moving back the platform position above the wallboard, and 2 directly move back the platform position for the wallboard side, and 3 is the reinforcing bar that stretches out, and 4 is the horizontal U-shaped groove of light-weight thermal insulation material layer, and 5 is the vertical v-depression of light-weight thermal insulation material layer, and 6 is reserved window.
Fig. 2 is the partial view of the precasting composite shear wall side fascia section among Fig. 1.
Among the figure: 7 is A cementitious material topping, and 8 is light-weight thermal insulation material layer, and 9 is B cementitious material layer,
10 is the reinforced concrete shear wall stressor layers, and 11 is C cementitious material decorative layer, and 12 are short dowel, and 13 are long dowel.
Fig. 3 is the structural representation that between precasting composite shear wall side fascia, disposes olive shape light heat insulation material weather strip in the horizontal U-shaped groove.
By the cross sectional shape that can find out olive shape light material thermal-insulating sealing bar among the figure.
Fig. 4 is the structural representation that between precasting composite shear wall side fascia, disposes rhombus light heat insulation material weather strip in the vertical v-depression.
By the cross sectional shape that can find out rhombus light material thermal-insulating sealing bar among the figure.
Fig. 5 is long and short dowel sketch map.
The specific embodiment
Below in conjunction with accompanying drawing the present invention is further specified:
The standard width of a room in an old-style house of certain housing construction body of wall is of a size of 3m*4.5m; Floor height 3m, following with the concrete structure and the manufacture process of this compound concrete shear wall of precasting of the present invention side fascia that designs and make: the height of A cementitious material topping is 3m, and width is 4.5m; Make on the in-plant platform template and form; In the present embodiment, adopting high strength gypsum, cement, flyash, glass fiber muscle and waterproof agent mixture is cementitious material, the mass fraction ratio; Gypsum is that 60 parts, cement are that 20 parts, flyash are that 18 parts, glass fiber muscle are that 1 part, waterproof agent are 1 part; Its process is earlier at platform template pave high strength gypsum, cement, flyash and waterproof agent compound, repaves afterwards into the glass fiber muscle, and wipeing off then and forming thickness is the A cementitious material topping of 15mm.
With size and A cementitious material topping size dimension quite, shift to an earlier date the prefabricated light-weight thermal insulation material layer that has long and short dowel and be placed on the A cementitious material topping, jam-packed flattens and forms thickness is the 85mm light-weight thermal insulation material layer; In the present embodiment, light material is a polyphenyl plate; Long and short dowel in the light-weight thermal insulation material layer is by regularly arranged layout, and short dowel is the square plastic pipe, and the mouth of pipe is of a size of 10mm*10mm, and length is 120mm; Long dowel is the square plastic pipe, and it is 250mm that the mouth of pipe is of a size of 15mm*15mm length, interspersed batten in the pipe, and the two ends of pipe are shaped on 12 lobe umbrella heads respectively.The prefabricated process of light-weight thermal insulation material layer that has long and short dowel is: earlier long and short dowel one end is scalded the palpus of falling umbrella head, two short dowels and a long dowel are passed at parallelly connected eyelet, and stick with glue knot; By the scale of indicating on the operating desk, on light heat insulation material, scald the hole, wear long and short dowel; Through a half, daub pierces into and squeezes sternly the light heat insulation material turn-over; The long and short dowel blanching of the other end is fixed to the head of falling the umbrella, and the light-weight thermal insulation material layer plate is piled up subsequent use.
On light-weight thermal insulation material layer, place the good screw thread iron reinforcing bar shelf of welding, and around the reinforcing bar shelf, fix the 2 layers of group's template of living, build the thick concrete of 145mm afterwards and form the reinforced concrete shear wall stressor layers.Last, left and right three edge of reinforced concrete shear wall stressor layers is than light-weight thermal insulation material layer edge indentation 300mm; Directly move back the platform shape thereby form; The space of welding connection node reinforcing bar and cast position of joints concrete when connecting between wallboard; Stool leg shape is made in reinforced concrete shear wall stressor layers and C cementitious material decorative layer bottom, reserves the space that is welded to connect reinforcing bar of long 1500mm, high 300mm at interval, and the hole of the pour concrete of diameter 100mm.
Expose the B cementitious material that partly paves directly moving back platform position light-weight thermal insulation material layer, be pressed into the glass fiber muscle again, wipe off and form the thick B cementitious material of 10mm layer.The component of B cementitious material layer, proportioning and A cementitious material topping component, proportioning are identical, play the effect of protection adiabator layer.
The upper and lower, left and right of reinforced concrete shear wall stressor layers are stretched out the long reinforcing bar of 700mm on four sides, reserve enough lapped length of steel bar, and upper and lower reinforcing bar is connected with floor bar weldering knot; Left and right reinforcing bar is connected with adjacent wall board reinforcing bar, node place vertical reinforcement weldering knot.The C cementitious material that on the reinforced concrete shear wall stressor layers, paves, the component of C cementitious material layer, proportioning and A cementitious material topping component, proportioning are identical, C cementitious material thickness 15mm.C cementitious material layer will long dowel many lobes umbrella head imbed after, be pressed into the glass fiber muscle, wipe off and form C cementitious material decorative layer.
After precasting composite shear wall side fascia made, it was steam-cured or after high temperature season natural curing, obtain precasting composite shear wall side fascia to go into kiln.
In the middle of the light-weight thermal insulation material layer upper and lower faces of precasting composite shear wall side fascia, offer the U-shaped groove, slot opening 40mm, dark 40mm; In the middle of left and right two sides, be opened in the v-depression of wallboard, slot opening 40mm, dark 40mm.
During installation, in waiting horizontal U-lag of plate, paste olive shape light heat insulation material weather strip, in waiting vertical V-shaped groove of plate, paste rhombus light heat insulation material weather strip, shop coated plate seam putty.When precasting composite shear wall exterior wall comes plate to install, the reinforcing bar of the position of joints between welding precasting composite shear wall side fascia and the precasting composite shear wall side fascia, between precasting composite shear wall side fascia and the floor.
With precasting composite shear wall side fascia Zhi Jiedian place permanent formwork, cast position of joints concrete is accomplished wallboard and is installed.
Above-described embodiment describes preferred implementation of the present invention; Be not that scope of the present invention is limited; Design under the prerequisite of spirit not breaking away from the present invention; Various distortion and improvement that those of ordinary skills make technical scheme of the present invention all should fall in the definite protection domain of claims of the present invention.
Claims (6)
1. precasting composite shear wall side fascia; It is characterized in that; This precasting composite shear wall side fascia is its length with building standard width of a room in an old-style house axis spacing, is its height with the building floor height, and its thickness is 140mm-550mm; Reinforced concrete shear wall structural stress layer thickness 120mm-350mm wherein, light-weight thermal insulation material layer thickness 20mm-200mm; Be shaped on the reservation door and window hole on it; Under user mode, this precasting composite shear wall side fascia cross-sectional configuration comprises from outside to inside successively: A cementitious material topping, light-weight thermal insulation material layer, reinforced concrete shear wall stressor layers, C cementitious material decorative layer; Between A cementitious material topping and C cementitious material decorative layer, long dowel is set; Between A cementitious material topping and reinforced concrete shear wall stressor layers, short dowel is set; Leave in the top edge of reinforced concrete shear wall stressor layers and left and right edge and directly to move back platform, support and leave stool leg shape, and around the reinforced concrete shear wall stressor layers, stretch out indented bars at the lower limb position; Establish B cementitious material layer directly moving back platform light-weight thermal insulation material layer exsertion part; The U-shaped groove that a length equates with the light-weight thermal insulation material layer width is offered in middle part in upper and lower two sides of light-weight thermal insulation material layer; The v-depression that a length equates with the light-weight thermal insulation material layer height is offered in middle part in left and right two sides of light-weight thermal insulation material layer.
2. by the described precasting composite shear wall of claim 1 side fascia; It is characterized in that; The cementitious material of A cementitious material topping, B cementitious material layer and C cementitious material decorative layer is the composition of high strength gypsum, cement, flyash, glass fiber muscle and waterproof agent; Or be the composition of high strength gypsum, cement, glass fiber muscle and waterproof agent, or be the composition of high strength gypsum, glass fiber muscle and waterproof agent.
3. by the described precasting composite shear wall of claim 1 side fascia, it is characterized in that the light material in the light-weight thermal insulation material layer is polyphenyl plate, extruded sheet, rock wool or vegetable fibre board.
4. by the described precasting composite shear wall of claim 1 side fascia, it is characterized in that long and short dowel is the square plastic pipe; The two ends of pipe are shaped on many lobes type umbrella head respectively; Interspersed reel in the pipe, the short dowel mouth of pipe is of a size of 10*10mm, and length is 90mm-140mm; The long dowel mouth of pipe is of a size of 15*15mm, and length is 100mm-350mm.
5. manufacturing approach by the described precasting composite shear wall of claim 1 side fascia, its process is in factory, to realize, it is characterized in that comprising following process:
1) preparation A cementitious material topping on smooth template, at first, paving does not comprise the cementitious material of glass fiber muscle, repaves into the glass fiber muscle, wipes off to form A cementitious material topping;
2) will shift to an earlier date the prefabricated light heat insulation material that has long and short dowel and be laid on the A cementitious material topping, jam-packed flattens; The described prefabricated process of light-weight thermal insulation material layer that has long and short dowel is: earlier long and short dowel one end is scalded the palpus of falling umbrella head, three short dowels are passed at parallelly connected eyelet, and stick with glue knot; By the scale of indicating on the operating desk, on light heat insulation material, scald the hole, wear long and short dowel; Through a half, daub pierces into and squeezes sternly the light heat insulation material turn-over; The long and short dowel blanching of the other end is fixed to the head of falling the umbrella, and it is subsequent use to make light-weight thermal insulation material layer;
3) in step 2) arrange the good screw thread iron reinforced frame of prefabricated welding on the light-weight thermal insulation material layer of system, and around reinforced frame, fix the 2 layers of group's template of living, build concrete afterwards and form the reinforced concrete shear wall stressor layers;
4) preparation C cementitious material decorative layer on the reinforced concrete shear wall stressor layers, at first, paving does not comprise and the cementitious material of glass fiber muscle is pressed into the glass fiber muscle again, wipes off and forms C cementitious material decorative layer;
5) preparation B cementitious material decorative layer on the panel edges stepped portions, at first, paving does not comprise and the cementitious material of glass fiber muscle is pressed into the glass fiber muscle again, wipes off and forms B cementitious material layer; Form precasting composite shear wall side fascia;
6) it is steam-cured or after high temperature season natural curing, obtain precasting composite shear wall side fascia that the precasting composite shear wall side fascia that step 5) is made is gone into kiln;
7) upper and lower faces of the light-weight thermal insulation material layer of the compound external wall panel of as ready is scalded move back U-lag; The boiling hot V-shaped groove that moves back on the left and right two sides of its light-weight thermal insulation material layer.
6. press the precasting composite shear wall side fascia said structure of claim 1 or that press the said method manufacturing of claim 5 mounting method at the construction field (site) for one kind, it is characterized in that comprising following process:
1) when construction, wait in the horizontal U-lag of plate and paste olive shape light heat insulation material weather strip, wait in the vertical V-shaped groove of plate and paste rhombus light heat insulation material weather strip, shop coated plate seam putty squeezes tight when coming plate to install;
When 2) precasting composite shear wall exterior wall comes plate to install, the reinforcing bar of position of joints between welding precasting composite shear wall side fascia and the precasting composite shear wall side fascia, between precasting composite shear wall side fascia and the floor;
3) with precasting composite shear wall side fascia Zhi Jiedian place permanent formwork, cast position of joints concrete is accomplished wallboard and is installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201210056133.1A CN102587540B (en) | 2012-03-06 | 2012-03-06 | External wall board for fabricated composite shear wall, and manufacturing and on-site installation method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210056133.1A CN102587540B (en) | 2012-03-06 | 2012-03-06 | External wall board for fabricated composite shear wall, and manufacturing and on-site installation method |
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| CN102587540A true CN102587540A (en) | 2012-07-18 |
| CN102587540B CN102587540B (en) | 2014-02-26 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201210056133.1A Active CN102587540B (en) | 2012-03-06 | 2012-03-06 | External wall board for fabricated composite shear wall, and manufacturing and on-site installation method |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108560926A (en) * | 2018-01-31 | 2018-09-21 | 中国二十二冶集团有限公司 | Interior wall method of plate installation of the assembling type steel structure house with girder steel, bracing members |
| CN109779089A (en) * | 2019-03-07 | 2019-05-21 | 华北水利水电大学 | Fiber bar reinforced masonry structure and its construction method |
| CN110565953A (en) * | 2019-09-17 | 2019-12-13 | 北京天润建设有限公司 | Construction method for reserving pipeline opening |
| CN114920157A (en) * | 2022-06-17 | 2022-08-19 | 中建八局南方建设有限公司 | Hoisting device and hoisting method for curtain wall glass rib |
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| US6064696A (en) * | 1993-11-17 | 2000-05-16 | Canon Kabushiki Kaisha | Encoding apparatus |
| CN201190372Y (en) * | 2008-05-23 | 2009-02-04 | 朱复存 | Pre-cast plastic rib cement-polyphenyl heat-insulation wall plate |
| CN101761155A (en) * | 2008-10-27 | 2010-06-30 | 侯向煜 | Construction method for ceramsite concrete light-weight wall boards |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| US6064696A (en) * | 1993-11-17 | 2000-05-16 | Canon Kabushiki Kaisha | Encoding apparatus |
| CN201190372Y (en) * | 2008-05-23 | 2009-02-04 | 朱复存 | Pre-cast plastic rib cement-polyphenyl heat-insulation wall plate |
| CN101761155A (en) * | 2008-10-27 | 2010-06-30 | 侯向煜 | Construction method for ceramsite concrete light-weight wall boards |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108560926A (en) * | 2018-01-31 | 2018-09-21 | 中国二十二冶集团有限公司 | Interior wall method of plate installation of the assembling type steel structure house with girder steel, bracing members |
| CN109779089A (en) * | 2019-03-07 | 2019-05-21 | 华北水利水电大学 | Fiber bar reinforced masonry structure and its construction method |
| CN110565953A (en) * | 2019-09-17 | 2019-12-13 | 北京天润建设有限公司 | Construction method for reserving pipeline opening |
| CN114920157A (en) * | 2022-06-17 | 2022-08-19 | 中建八局南方建设有限公司 | Hoisting device and hoisting method for curtain wall glass rib |
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| CN102587540B (en) | 2014-02-26 |
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