CN206256614U - A kind of prefabricated assembled concrete wallboard for fabricated construction - Google Patents
A kind of prefabricated assembled concrete wallboard for fabricated construction Download PDFInfo
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- CN206256614U CN206256614U CN201621242179.2U CN201621242179U CN206256614U CN 206256614 U CN206256614 U CN 206256614U CN 201621242179 U CN201621242179 U CN 201621242179U CN 206256614 U CN206256614 U CN 206256614U
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Abstract
The utility model is related to assembled wallboard applied technical field, more particularly to a kind of prefabricated assembled concrete wallboard for fabricated construction to be divided into precast concrete shear wall Side fascia, precast concrete shear wall lining, three kinds of precast concrete cladding panel；The precast concrete shear wall Side fascia includes Inner pages of plate and outer page plate, warming plate is filled between interior page plate and outer page plate, described interior page plate, it is integrally connected by thermal-insulation connecting piece between outer page plate, warming plate, running through in interior page plate has steel reinforcement cage, described interior page plate is provided with wall support point, and the outside upper and lower ends of the outer page plate are respectively equipped with tongue and groove and lower tongue and groove；The precast concrete shear wall lining includes running through steel reinforcement cage in concrete panel, the concrete panel, and concrete panel is provided with wall support point and lifting embedded part；The steel reinforcement cage includes vertical reinforcement, sleeve connection vertical reinforcement, horizontal bar.The beneficial effects of the utility model are：Good integrity, the life-span is longer.
Description
Technical field
The utility model is related to assembled wallboard applied technical field, more particularly to a kind of for the prefabricated of fabricated construction
Assembly concrete wallboard.
Background technology
Precast reinforced concrete structure is one of important directions of China's building structure development, and it is conducive to China to build
Industrialized development, improve production efficiency energy saving develops Green environmental-protection building, and is conducive to improving and ensure to build work
Cheng Zhiliang.Compared with cast-in-situ construction method, fabricated construction is conducive to green construction, because fabricated construction can more meet green
The saving land of construction, energy-conservation, section material, water saving and environmental protection etc. require, reduces the negative effect to environment, including reduce noise,
Airborne dust is prevented, environmental pollution, cleaning transport is reduced, is reduced place interference, saves resource and the energy such as water, electricity, material, it then follows can
The principle of sustainable development.And fabricated construction continuously can in order complete multiple or whole operations of engineering, so as to subtract
The engineering machinery type and quantity marched into the arena less, eliminate procedure connection rests the time, realizes interchange operation, reduces constructor
Member, is that green construction provides safeguard so as to improve work efficiency, reduce supplies consumption, reduce environmental pollution.In addition, fabricated construction
Largely reduce building waste (accounting for the 30% -40% of municipal refuse total amount), such as steel scrap muscle, waste iron wire, useless bamboo wood
Material, discarded concrete etc..
Prefabricated construction is that traditional cast-in-place wallboard is split into the concrete panel that profile, size meet standard module
Component, then component carry out pouring shaping in industrialization production workshop, be molded rapidly by high-temperature steam curing, reach standard design mixed
The 80% of solidifying soil intensity is transported to job site again, in place by mechanical hoisting, is finally connected upper wainscot sheathing using grout sleeve
It is connected into an entirety, the assembled wall body structure that horizontal direction is formed by connecting by cast-in-place concrete sleeper.Assembled integral knot
The advantages of structure is because of its preferable globality, big rigidity, high capacity is used widely in high-rise fabricated construction.
Existing prefabricated assembled concrete wallboard has that structure connection integrity is poor, causes concrete strength not enough, wall
The life-span of plate is low, and security has hidden danger.
Utility model content
In order to solve problem of the prior art, the utility model provide a kind of good structural integrity effect, simple structure,
Long-life prefabricated assembled concrete wallboard for fabricated construction.
Technical scheme described in the utility model is as follows：
A kind of prefabricated assembled concrete wallboard for fabricated construction, be divided into precast concrete shear wall Side fascia,
Three kinds of precast concrete shear wall lining, precast concrete cladding panel；
The precast concrete shear wall Side fascia includes interior page plate and outer page plate, between described interior page plate and outer page plate
Filling warming plate, described interior page plate, is integrally connected between outer page plate, warming plate, described interior page plate by thermal-insulation connecting piece
It is interior through there is steel reinforcement cage, described interior page plate is provided with wall support point, and the outside upper and lower ends of the outer page plate are respectively equipped with
Upper tongue and groove and lower tongue and groove；
The precast concrete shear wall lining includes running through steel reinforcement cage in concrete panel, the concrete panel,
Described concrete panel is provided with wall support point and lifting embedded part；
The precast concrete shear wall cladding panel be reinforced concrete wall panel, including interior page plate, outer page plate and connection spiral shell
Bolt, fills warming plate between described interior page plate and outer page plate, described interior page plate, between outer page plate, warming plate by insulation
Connector is integrally connected, and is respectively equipped with through the outside upper and lower ends for having bar-mat reinforcement, the outer page plate in described interior page plate
Tongue and groove and lower tongue and groove；
The steel reinforcement cage includes vertical reinforcement, sleeve connection vertical reinforcement, horizontal bar, receives based on sleeve connection vertical reinforcement
Power reinforcing bar, sleeve connection vertical reinforcement lower end is connected and fixed on wallboard downside, sleeve connection vertical reinforcement with pre-buried grout sleeve
Upper end is stretched out in the pre-buried grout sleeve of wall top insertion upper wall bottom, by the side special grouting of high pressure pouring high intensity
Material, realizes the integrated connection of upper and lower wall.
The interior page plate is reinforced concrete wall panel, and thickness 100-200mm is load-bearing wall panel, is primarily subjected to upper load,
And deliver load to the main body force structure such as bottom wallboard or basis.
The warming plate is extruded polystyrene board (XPS), and according to area and power conservation requirement, insulation layer thickness can do appropriate tune
Whole, generally 30--100mm is advisable.
The outer page plate is reinforced concrete wall panel, thickness 50-60mm, both as the protection system of warming plate, and conduct
Structure external decoration base layer structure.
The thermal-insulation connecting piece is Thermomass tension members, in the concrete gravity of outer impeller is delivered to by tension member
Impeller load-bearing wall panel.
The pre-buried grout sleeve is a kind of a kind of connector for assembled architecture bar connecting, high-strength by irrigating
The grouting material of degree, realizes the connection of reinforcing bar.
For supporting wallboard to fix temporarily when the wall support point is construction and installation wallboard, and by adjusting support system
To adjust the perpendicularity of wall.
The lower tongue and groove stretches out interior page plate bottom 35mm, and the upper recessed interior page plate 35mm of tongue and groove, upper tongue and groove and lower tongue and groove are connected
Place indwelling 20mm gaps are closely knit with fluid sealant filleting, prevent from being seeped water at upper and lower exterior wall connecting node.
The concrete panel is normal concrete, and C30--C40 is generally according to structural requirement.
The lifting embedded part is used for lifting suspension centre when wallboard is lifted and transported.
The bar-mat reinforcement is that double-layer double-direction arranges reinforced mesh.
The connecting bolt carried out set aside pre-embedded before prefabricated plug-in board concrete is poured, and a connector part is anchored into
In concrete, a part is exposed for being connected with main body force structure.
The weight concrete of described outer page plate is delivered to interior impeller load-bearing wall panel, thermal-insulation connecting piece by thermal-insulation connecting piece
Small Relative sliding can be formed under vertical uniform load q, interior page plate and outer page plate can be made relatively independent, group does not occur
Cooperation is used.
The beneficial effect brought of technical scheme that the utility model is provided is：
By installing pre-buried grout sleeve on steel reinforcement cage, the integrated connection of upper and lower wall, good integrity, insulation connection are realized
Part can form small Relative sliding under vertical uniform load q, and interior page plate and outer page plate can be made relatively independent, not occur
Compound action, the life-span is longer.
Brief description of the drawings
In order to illustrate more clearly of the technical scheme in the utility model embodiment, below will be to needed for embodiment description
The accompanying drawing to be used is briefly described, it should be apparent that, drawings in the following description are only some realities of the present utility model
Example is applied, for those of ordinary skill in the art, on the premise of not paying creative work, can also be according to these accompanying drawings
Obtain other accompanying drawings.
Fig. 1 is the structural representation of the utility model precast concrete shear wall Side fascia.
Fig. 2 is the structural representation of the utility model precast concrete shear wall lining.
Fig. 3 is the structural representation of this utility model precast concrete cladding panel.
Fig. 4 is the utility model precast concrete cladding panel and agent structure connection diagram
Specific embodiment
It is new to this practicality below in conjunction with accompanying drawing to make the purpose of this utility model, technical scheme and advantage clearer
Type implementation method is described in further detail.
As Figure 1-3, a kind of prefabricated assembled concrete wallboard for fabricated construction, is divided into precast concrete and cuts
Power wall Side fascia, precast concrete shear wall lining, three kinds of precast concrete cladding panel；
The precast concrete shear wall Side fascia includes interior page plate 1 and outer page plate 3, described interior page plate 1 and outer page plate 3
Between fill warming plate 3, described interior page plate 1, be integrally connected by thermal-insulation connecting piece between outer page plate 3, warming plate 2, it is described
Interior page plate 1 in through there is steel reinforcement cage 5, described interior page plate 1 is provided with wall support point 7, and the outside of the outer page plate 3 is upper and lower
It is respectively arranged at two ends with tongue and groove 8 and lower tongue and groove 9；
The precast concrete shear wall lining includes running through reinforcing bar in concrete panel 10, the concrete panel 10
Cage 5, described concrete panel 4 is provided with wall support point 7 and lifting embedded part；
The precast concrete shear wall cladding panel be reinforced concrete wall panel, including interior page plate 1, outer page plate 3 and connection
Bolt 11, fills warming plate 2 between described interior page plate 1 and outer page plate 3, described interior page plate 1, outer page plate 3, warming plate 2 it
Between be integrally connected by thermal-insulation connecting piece, through having bar-mat reinforcement 6, the outside upper and lower two of the outer page plate 3 in described interior page plate 1
End is respectively equipped with tongue and groove 8 and lower tongue and groove 9；
The steel reinforcement cage includes vertical reinforcement 51, sleeve connection vertical reinforcement 52, horizontal bar 53, sleeve connection vertical reinforcement
52 is main steel bar stress, and the lower end of sleeve connection vertical reinforcement 52 is connected and fixed on wallboard downside, sleeve with pre-buried grout sleeve 11
Connection vertical reinforcement 52 upper end is stretched out in the pre-buried grout sleeve 11 of wall top insertion upper wall bottom, is filled by side high pressure
The note special grouting material of high intensity, realizes the integrated connection of upper and lower wall.
The interior page plate 1 is reinforced concrete wall panel, and thickness 100-200mm is load-bearing wall panel, is primarily subjected to top lotus
Carry, and deliver load to the main body force structure such as bottom wallboard or basis.
The warming plate 2 is extruded polystyrene board (XPS), and according to area and power conservation requirement, insulation layer thickness can do appropriate tune
Whole, generally 30--100mm is advisable.
The outer page plate 3 is reinforced concrete wall panel, thickness 50-60mm, both as the protection system of warming plate, and conduct
Structure external decoration base layer structure.
The thermal-insulation connecting piece is Thermomass tension members, and the concrete gravity of outer impeller is delivered to Inner by tension member
Impeller load-bearing wall panel.
The pre-buried grout sleeve 11 is a kind of a kind of connector for assembled architecture bar connecting, high by irrigating
The grouting material of intensity, realizes the connection of reinforcing bar.
For supporting wallboard to fix temporarily when the wall support point 7 is construction and installation wallboard, and by adjusting supporter
It is to adjust the perpendicularity of wall.
The lower tongue and groove 9 stretches out the bottom 35mm of interior page plate 1, the recessed interior page plate 35mm of upper tongue and groove 8, upper tongue and groove 8 and lower tongue and groove 9
Junction indwelling 20mm gaps are closely knit with fluid sealant filleting, prevent from being seeped water at upper and lower exterior wall connecting node.
The concrete panel 10 is normal concrete, and C30--C40 is generally according to structural requirement.
The lifting embedded part is used for lifting suspension centre when wallboard is lifted and transported.
The bar-mat reinforcement 6 is that double-layer double-direction arranges reinforced mesh.
The connecting bolt 11 carried out set aside pre-embedded before prefabricated plug-in board concrete is poured, by a part of anchor of connector
Enter in concrete, a part is exposed for being connected with main body force structure.
The weight concrete of described outer page plate 3 is delivered to the interior load-bearing wall panel of page plate 1, insulation connection by thermal-insulation connecting piece
Part can form small Relative sliding under vertical uniform load q, and interior page plate 1 and outer page plate 3 can be made relatively independent, not send out
Raw compound action.
Preferred embodiment of the present utility model is the foregoing is only, is not used to limit the utility model, it is all in this practicality
Within new spirit and principle, any modification, equivalent substitution and improvements made etc. should be included in guarantor of the present utility model
Within the scope of shield.
Claims (7)
1. a kind of prefabricated assembled concrete wallboard for fabricated construction, is divided into precast concrete shear wall Side fascia, pre-
Three kinds of concrete shear force wall lining processed, precast concrete cladding panel, it is characterised in that
The precast concrete shear wall Side fascia includes interior page plate and outer page plate, is filled between described interior page plate and outer page plate
Warming plate, described interior page plate, is integrally connected between outer page plate, warming plate by thermal-insulation connecting piece, is passed through in described interior page plate
Steel reinforcement cage is installed with, described interior page plate is provided with wall support point, and the outside upper and lower ends of the outer page plate are respectively equipped with enterprise
Mouth and lower tongue and groove；
The precast concrete shear wall lining includes running through steel reinforcement cage in concrete panel, the concrete panel, described
Concrete panel be provided with wall support point and lifting embedded part；
The precast concrete shear wall cladding panel is reinforced concrete wall panel, including interior page plate, outer page plate and connecting bolt, institute
Fill warming plate between the interior page plate stated and outer page plate, described interior page plate, pass through thermal-insulation connecting piece between outer page plate, warming plate
Be integrally connected, through there is a bar-mat reinforcement in described interior page plate, the outside upper and lower ends of the outer page plate be respectively equipped with tongue and groove and
Lower tongue and groove；
The steel reinforcement cage includes vertical reinforcement, sleeve connection vertical reinforcement, horizontal bar, and sleeve connection vertical reinforcement is main stress steel
Muscle, sleeve connection vertical reinforcement lower end is connected and fixed on wallboard downside, sleeve connection vertical reinforcement upper end with pre-buried grout sleeve
Stretch out in the pre-buried grout sleeve of wall top insertion upper wall bottom, by the side special grouting material of high pressure pouring high intensity,
Realize the integrated connection of upper and lower wall.
2. a kind of prefabricated assembled concrete wallboard for fabricated construction according to claim 1, it is characterised in that
The interior page plate is reinforced concrete wall panel, and thickness 100-200mm is load-bearing wall panel.
3. a kind of prefabricated assembled concrete wallboard for fabricated construction according to claim 1, it is characterised in that
The warming plate is extruded polystyrene board, and thickness is advisable for 30--100mm.
4. a kind of prefabricated assembled concrete wallboard for fabricated construction according to claim 1, it is characterised in that
The outer page plate is reinforced concrete wall panel, thickness 50-60mm, both as the protection system of warming plate, and as structure exterior
Decorations base layer structure.
5. a kind of prefabricated assembled concrete wallboard for fabricated construction according to claim 1, it is characterised in that
The thermal-insulation connecting piece is Thermomass tension members, and the concrete gravity of outer page plate is delivered to interior impeller load-bearing by tension member
Wallboard.
6. a kind of prefabricated assembled concrete wallboard for fabricated construction according to claim 1, it is characterised in that
The lower tongue and groove stretches out interior page plate bottom 35mm, the upper recessed interior page plate 35mm of tongue and groove, upper tongue and groove and lower tongue and groove junction indwelling
20mm gaps are closely knit with fluid sealant filleting, prevent from being seeped water at upper and lower exterior wall connecting node.
7. a kind of prefabricated assembled concrete wallboard for fabricated construction according to claim 1, it is characterised in that
The bar-mat reinforcement is that double-layer double-direction arranges reinforced mesh.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621242179.2U CN206256614U (en) | 2016-11-21 | 2016-11-21 | A kind of prefabricated assembled concrete wallboard for fabricated construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621242179.2U CN206256614U (en) | 2016-11-21 | 2016-11-21 | A kind of prefabricated assembled concrete wallboard for fabricated construction |
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| Publication Number | Publication Date |
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| CN206256614U true CN206256614U (en) | 2017-06-16 |
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ID=59025203
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|---|---|---|---|
| CN201621242179.2U Active CN206256614U (en) | 2016-11-21 | 2016-11-21 | A kind of prefabricated assembled concrete wallboard for fabricated construction |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107587628A (en) * | 2017-09-23 | 2018-01-16 | 天津市盛泰建筑工程有限公司 | A kind of shear wall structure and its pouring procedure |
| CN107916746A (en) * | 2017-11-13 | 2018-04-17 | 德睿盛兴（大连）装配式建筑科技有限公司 | Green building first pours decorative cover fusion and is integrally formed assembled wallboard and production method |
| CN107932717A (en) * | 2017-11-13 | 2018-04-20 | 德睿盛兴（大连）装配式建筑科技有限公司 | Green building first pours gelling decorative cover and is integrally formed assembled wallboard and production method |
| CN108035485A (en) * | 2018-01-10 | 2018-05-15 | 济南市城乡建设发展服务中心 | Assembled CF steam pressures porcelain powder air entrained concrete shear wall Side fascia and production method |
| CN108086582A (en) * | 2016-11-21 | 2018-05-29 | 济南汇富建筑工业有限公司 | A kind of prefabricated assembled concrete wallboard for fabricated construction |
| CN108301532A (en) * | 2017-11-09 | 2018-07-20 | 石河子大学 | A kind of Desert Sand lightweight aggregate concrete assembly of shear wall structure |
| CN108412115A (en) * | 2018-02-24 | 2018-08-17 | 山东乾元泽孚科技股份有限公司 | A kind of prefabricated outer wall panel and its module system and processing method |
| CN109024978A (en) * | 2018-09-05 | 2018-12-18 | 德睿盛兴（大连）装配式建筑科技有限公司 | A kind of energy-saving heat preserving fabricated shear wall plate and production method |
| CN109057077A (en) * | 2018-09-05 | 2018-12-21 | 德睿盛兴（大连）装配式建筑科技有限公司 | Green building integration band extends to form the assembled wallboard and application method of gusset |
| CN110409700A (en) * | 2019-07-25 | 2019-11-05 | 中国十七冶集团有限公司 | A kind of prefabricated lining of combined type for assembled architecture |
| CN111705950A (en) * | 2020-05-11 | 2020-09-25 | 广城建设集团有限公司 | High-strength assembly type shear wall structure |
-
2016
- 2016-11-21 CN CN201621242179.2U patent/CN206256614U/en active Active
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086582A (en) * | 2016-11-21 | 2018-05-29 | 济南汇富建筑工业有限公司 | A kind of prefabricated assembled concrete wallboard for fabricated construction |
| CN107587628B (en) * | 2017-09-23 | 2019-07-05 | 天津市盛泰建筑工程有限公司 | A kind of shear wall structure and its pouring procedure |
| CN107587628A (en) * | 2017-09-23 | 2018-01-16 | 天津市盛泰建筑工程有限公司 | A kind of shear wall structure and its pouring procedure |
| CN108301532A (en) * | 2017-11-09 | 2018-07-20 | 石河子大学 | A kind of Desert Sand lightweight aggregate concrete assembly of shear wall structure |
| CN108301532B (en) * | 2017-11-09 | 2020-04-28 | 石河子大学 | Desert sand lightweight aggregate concrete fabricated shear wall structure |
| CN107916746A (en) * | 2017-11-13 | 2018-04-17 | 德睿盛兴（大连）装配式建筑科技有限公司 | Green building first pours decorative cover fusion and is integrally formed assembled wallboard and production method |
| CN107932717A (en) * | 2017-11-13 | 2018-04-20 | 德睿盛兴（大连）装配式建筑科技有限公司 | Green building first pours gelling decorative cover and is integrally formed assembled wallboard and production method |
| CN108035485A (en) * | 2018-01-10 | 2018-05-15 | 济南市城乡建设发展服务中心 | Assembled CF steam pressures porcelain powder air entrained concrete shear wall Side fascia and production method |
| CN108412115A (en) * | 2018-02-24 | 2018-08-17 | 山东乾元泽孚科技股份有限公司 | A kind of prefabricated outer wall panel and its module system and processing method |
| CN109057077A (en) * | 2018-09-05 | 2018-12-21 | 德睿盛兴（大连）装配式建筑科技有限公司 | Green building integration band extends to form the assembled wallboard and application method of gusset |
| CN109024978A (en) * | 2018-09-05 | 2018-12-18 | 德睿盛兴（大连）装配式建筑科技有限公司 | A kind of energy-saving heat preserving fabricated shear wall plate and production method |
| CN110409700A (en) * | 2019-07-25 | 2019-11-05 | 中国十七冶集团有限公司 | A kind of prefabricated lining of combined type for assembled architecture |
| CN110409700B (en) * | 2019-07-25 | 2021-09-28 | 中国十七冶集团有限公司 | Composite prefabricated inner wallboard for prefabricated building |
| CN111705950A (en) * | 2020-05-11 | 2020-09-25 | 广城建设集团有限公司 | High-strength assembly type shear wall structure |
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| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
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Address after: 250300 no.2016, Changxing Road, Nanyuan, guide Town Economic Development Zone, Changqing District, Jinan City, Shandong Province Patentee after: Shandong Huifu Construction Group Construction Industry Co.,Ltd. Address before: 250300 no.2016, Changxing Road, Nanyuan, guide Town Economic Development Zone, Changqing District, Jinan City, Shandong Province Patentee before: JINAN HUIFU BUILDING INDUSTRY Co.,Ltd. |